DESIGN Of- AN UND‘ERGR'TTIISND PARKING STRUCTURE IN LANSING, MtCHEGAN ' Thesis for The Degree of M. S; MSCHIGAN STATE COLLEGE Mafia Jam £511.; ggzé‘seflsan 13437 . _ J‘u - -'.I-.n.|.._h—--—‘— « “WWW SUPPLEMENTA‘ \ . \ MATERIAL _, IN BACK OF BOOK - 4 l a - ‘_.- A .l‘ - .!_l L, a‘. ’ _ c“—. A- . ‘_ ‘ .i- s. - This is to certify that the ' ’ thesis entitled 'A "Design of an Underground ‘ ' Parking Structure in ‘ Lansing, Michigan" presented by Ralph John Stephenson L has been accepted towards fulfillment of the requirements for I ._£M°_S_-__degree in Civil Engineering { , V . : l I Major professor *. ‘4 1.1111. .11. . 54...-.. 2.1.1.14 ~flufi¥l41§éflwfi¥f4 .[ .. . nu“. . ADS-ska! A. .Wvfla.huumx..usz.fi . L Adm—m _.u.wr..‘huwhim DESIGN or AN UNDERGROUND PARKING STRUCTURE IN LANSING, MICHIGAN By RALPH JOHN §TEPHENSON A THESIS Submitted to the School of Graduate Studies of Michigan State College of Agriculture and Applied Science in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE Department of Civil Engineering 1947 W The necessity of moving traffic without congestion on the roads and highways has become increasingly evident in the last fifteen years. Its seriousness is shown by the atten- tion that safety engineers and traffic engineers have given to the elimination of the causes of congestion. It is generally agreed that the parking of automobiles along a street does slow down traffic. In addition, parking re- quires one, two, and sometimes three lanes of the right of way which.could otherwise be used for moving vehicles. So, in sections where mobility of traffic is of prime importance, such as in a crowded business district, it can be seen that Optimum results can be obtained only if street parking is either partially or completely eliminated. However, if street parking is eliminated, a second and possibly more serious problem arises -- What is to be done with those auto- mobiles Which would normally have been parked on the street? BY the application of a comprehensive parking plan utilizing off-street areas throughout the district, these vehicles can be conveniently stored. At certain points, structures of one type or another may be needed to fully utilize the space available, and it is the design of such a structure that con- stitutes the main body of this thesis. - 1 - In addition, three other points closely related to the main topic are considered, making four points in all. The four are discussed in the order shown below: 1. Analysis of present and future parking needs. Location of structure to be designed. Design of structure. Method of financing project. PA RKING NEEDS W In the central business district of Lansing, Michigan, a problem, similar to that outlined in the introduction, has developed. Although parking has not been forbidden on the streets, still a deficit of parking spaces exits. It is ex- pected that this deficit will increase in the next few years, and bring with it correspondingly greater traffic confusion. Therefore, it was felt that some solution to the problem must be found, and applied immediately. A plan, which was the result of a lengthy and detailed study by a committee of seven men,has been presented to the city, and it is gradually being put into Operation. The plans and statistics evolved from this study are presented below, and except where noted are summarizations of the information published by this committee. The first step in approaching the problem was to define the central business district, since this was the area directly concerned in the study. The area was considered as that bounded by Genesee Street on the North, Hillsdale Street on the South, the Grand River on the East, and Seymour and Townsend Streets on the West. Also included was the property lying along both sides of Michigan Avenue from the Grand River east to the Michigan Central Railroad. (See Map No.1) 2115' 7. Eek $¥e§ SAQ/IVA W L”!!! 3H/A WIJJII 5f. /0/Y/4 .umk‘ .VQK \RVU‘ M/cH/qA/v Ar£._ WWNRV 7 / AlLEffi/‘Y an WIJ/Iffflln’ KflM/‘Mz an F LE ”#1755 L—A #IL L 50/91. E- P IIL L 3.6%.. we in Nsfihhsfi . 32¢ 3:st Gk. 'CADITOL- ,.., . ._ L t _— . C v _ ., .l . . f .r u . I n . MD. A. _ 1"!“ . .Ar. .‘ .nl .. . 5 .IA t. D h 1.“ hf a . ,1 s . u 5.4.}. .. .‘TAITEH ' ‘ . 4551615555? . . .n .' I‘."x v _I - .1055 PI! 1 . . . ‘3‘ _ _ . o' A V . '2 ~ . I I ‘ . . ~ . ‘ 0‘ I‘ ‘ o :r . .' ~ ,. s —' v . o -- .- .. 57. . .. A - ,- 3 I I I I I A.- _ _ 1. fil 1r I .'\' a ‘ c A . - O . l_ . ' KL .* . "m ( g. C ‘ I . “1 -- “CENTRAL, ausnvsss 0/5 m/cr H - t} u ‘. Z" 1 'MAP No.1 .* . y. g a .. r a _ .. ... .9... _ . .‘o u . ~.. . 1 3 s. 1.. v. o. it .e . . .. I“! .1 . A” 'i WJHor' .l. c. O . .D‘ t «v aria. e... In adopting a plan a design period of five years was used, during which time it is estimated that urban traffic can be expected to increase from 40% to 60%. The lower figure of 40% was used in the committee's estimates. In order to determine the present and the future deficit of parking space, a table was drawn listing all available information gathered from observations, shopping polls, and traffic counts. A copy of this table is shown on the next page. PARKING FACILITY ANALYSIS - TABLE NO. 1 Present Facilities Off Street (25 lots & 3 buildings) ........2,264 Vehicles Street - Metered 0.0000000000000000. 950 Street - Time Limited .............. 968 1,898 " Total Parking Facilities .............. 4,162 " People Enterinngentral Business District and Parking Facilities Required Labor Force Shopping Force Business Recreation Total (normal day) Labor Force Sh0pping Force Business Recreation Total (normal day) Total 10,000 15,000 1,500 500 27,000 No. Cars 4,200 5,290 529 176 10,275 By Automobile 6,000 9,000 900 500 15,200 Parking Turnover 1.1 IONO‘I 0 .0 .O .5 N) Persons Per Car 1.4 1.7 1.7 1.7 1.6 Parking Reguired 5,890 1,058 265 88 5,501 795 Total - peak day (normal 4 15%)...................6,096 Anticipated increase of 40% ......................2,458 Total future requirements .....................8,554 (Table No. 1 continued on next page.) (Table No. 1 continued) Assured Future Facilities Street Parking (25% of present) ........... 475 (25% is an estimate of the amount of street parking to be allowed.) Off Street Parking ( 5 buildings ) ....... 415 Total future facilities ...................... 890 Future DefiCit 0.0.000...0.0.0.000...00......7’644 It can be seen from the table that approximately 7,500 parking spaces must be provided to handle the expected increase. As a start, the committee asked themselves:- "Where should this parking be located?" (1) In one large central build- ing. (2) In several locations around the outer edge of the central business district. (5) At various locations in the district. It has been agreed upon by leading national architects and planners that the greatest distance people are willing to walk from their cars to sh0p is between a block, and a block and a half. It can be seen from this that the first two suggestions are impractical since it would be impossible to bring all points in the central business district within a block and a half of parking areas located using these plans. Therefore, the third suggestion was the one selected, and the overall parking plan was set up using this as a basis. The next step was to provide the area within the business district where the automobiles could be parked. Three plans were pr0posed: (1) Parking over the Grand River. (2) Park- ing under Washington or Michigan Avenue (3) Parking in lots and buildings within the district. The first two of these plans were rejected because of the expense involved in their construction (it might be noted at this point that much of the cost of the underground parking plan was for moving public utilities, repaving streets, and strengthen- ing footings of existing buildings). Therefore, the third plan was selected as being the most practical. A survey was made of the entire central business district and thirty-two locations of sufficient size for parking were found. All of these were either vacant or occupied by low cost buildings which were well amortized, marking it economically possible to use them for this purpose. Ten of these sites were chosen as to location, parking capacity, and traffic distribution. They were so located that practically all pr0perty in the district is within one and one half blocks of at least one of them. (See Map No. 2). The capacity of these areas when fully developed by use of five story parking structures is 7,940 automobiles. Each.site has access from.two streets, and traffic to and from them would be spread over twenty different points on 5. bet 1.\1-\A.M..k.u.a\f - , / SPRINi £RIE fi/CKJ gyaauoh’ \fl) 1 / )f‘ OT A V / / 3 r 1 1 WNWxxu up . ‘2 ‘1 AIM/i. @- J . H/L'LJDHLE' .93 2E o§$w§ fl 4 m / .I H Mr. 7 3 / O .WX ox VQK \K V U‘ HE P. thesis“. N A . T (u I 57: .J066'P/7’ 1r—‘1r I I, as 1. 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L__x.. “j \ flfih H/TNDALE , g: L F 1 1/ 1 Uzi \ '_ moms» PARK/N4 5/ 7'55 0 I5 51 06K {:94 Fl.) mom [:3 mm: a; 12/5 rim 7' mxvq once 1’2 51. acx: FROM A PARK/N6 5/ TE- w/ 7~' MAP Na. 2 thirteen streets. In addition, the cost per parking unit was found to be nearly $2,500 cheaper than the least expensive of the other two plans considered. It is also the most flexible of the three plans, as each unit may be developed as it is needed. The reasons for the selection of plan number three, the recommendations in the administration of the plan, and the conclusions of the committee can be summed up in the follow- ing twelve points. (Point number twelve was added by the author.) 1. It provides adequate parking facilities within easy walking distance of any prOperty in the central busi- ness district. 2. It will Spread parking traffic throughout the area rather than congest it at a few focal points. 3. It.is the most flexible plan. Each of the ten units can be develOped separately, and to a degree to satisfy parking demands at this particular location. 4. It is the most economical plan having an estimated unit cost of $620.20 against $3,054.74 for plan number one, and $4,844.17 for plan number two. 5. This plan can be completed without cost to the city. The éfiuisition of the ten parcels of land, the surfac- ing, and the installation of meters can be financed by 6. use of the funds created by parking meters for this purpose, and a loan from the Public Improvement Reserve Pool. This loan is to be repaid from parking earnings. It is the most economical plan to operate. Recommendations 7. 10. 11. The parking buildings should be built as needed by the sale of revenue bonds to be retired from earnings. Each lot should be equipped with two-hour parking meters that will take one, two or three nickels at a time, making it possible for the customer to park his own car for a period up to six hours. These lots would not re- quire an attendant, only a periodic check by the police department. The parking charge should be five cents for each two hours. The first buildings erected on each location should be three level, one level below grade, one level on grade, and one level above grade. The structures are to be so designed so that two or more levels can be added when needed. These three level buildings should also be metered, allowing personal parking. This would require but one attendant to check available spaces and violations. Each.unit could be municipally Operated, or leased to private Operators. If municipally operated, this plan -10.. would not only be self sustaining, but would provide a net return of $85,000 to $500,000 to the city annually, which might relieve pr0perty taxes or make possible an earlier realization of planned public improvements. l2.* All parking on Michigan Avenue from the Grand River to the capitol, on Washington.Avenue from Genesee Avenue Hillsdale Street, and on Capitol Avenue from.0ttawa Street to Allegan Street is to be eliminated. % Added by author - ;1 - LOCATION OF STRUCTURE m TO BE DESIGNED W zizrin a Elm" km“. a ' ' ~ car. lira '1 4 - C . 4n.) A (in. L1! .' ‘ . anti-3n, met": the 3103 Tower, .~ ’. l ‘1 bud-£1-11? . 1T": p12 wing: on e?" ’ a: :x. "A-L CVDCeptPQI-a An inspection of map number two, showing the ten selected parking sites and the area they serve, shows that there are still a few sections in the central business district which are not adequately served. One of these is the area at Capitol and Michigan Avenue. It is in the heart of the business district, and the need for parking facilities here is apparent. There is a large number of retail stores within a block and a half of this intersection, none of which can furnish adequate parking space for their customers. In addition, there is a large labor force to be served which is concentrated in the State Capitol, the Lansing City Hall, the Olds Tower, the Olds Hotel, and the Bank of Lansing building. Indications are at present that the state is planning on extending the capitol buildings to the West in the four blocks directly in therear of the present capitol building. This will have the effect of increasing traffic concentration at all points near the capitol, and will of course necessitate more parking spaces. Further inspection of map number two reveals that the only possible location for parking is the large Open area direct- ly in front of the State Capitol. Since neither a parking structure built above the ground or parking at ground level would be acceptable because of the appearance, it follows that if the area is to be utilized, parking must be under- --12 - ground. This solution has been applied in many cities, and it could be very easily applied here. The land is state owned and any attempt to use it for the above purpose would probably meet much resistance in the state legislature. Most of the Objections come from the desire on the part of many to retain Old landmarks and memorials. However, it is felt by the author that the city containing the state capitol should be a leader in its state in civic improvement. Surely, visitors from other sections Of the country cannot be expected to be favorably impressed with a state whose Capitol City provides him with the present limited parking spaces and crowded streets. The objection that the beauty of the area would be destroyed is an invalid one, since the prOposed structure would be covered and landscaped. Thus, a park fully as beautiful as the one existing could be placed on tOp of the underground parking building. Traffic to this area comes in from North, South, East, and West, and therefore a parking area here would be easily accessible. Traffic to or from the structure could be moved from or into six streets, Michigan, Capitol, Allegan, Ottawa - 15 - '“n/ a“. h vow-“’fi Se 1 .r- Q In An... V . .fnm U“ 03 L w My.» .3 em v. w u A. m . _ h In.‘ W . iv . v .M A. vb .. . n . w u o. u n ,~ .. .. a: l .u DO R. Li killiiii A t . r Seymour, and Townsend. Therefore, at rush hours, the traffic load could be distributed with little congestion. It is planned to have three entrances and exits to the structure; one on Capitol leading in from Michigan, one at Allegan and Townsend, and one at Ottawa and Seymour. These entrances and exits are to be designed so that they may discharge and receive their traffic with a minimum of turning and stOpping. One other point which was considered before this area was selected was its location from an engineering standpoint. This consideration included the depth of the water table, the soil conditions, and the proximity of the proposed structure to existing utilities and structures. Information concerning soil conditions was taken from a test boring made by the highway department at the NE corner of Capitol and Michigan Avenue. From this boring the condi- tions existing at the site of the prOposed structure were assumed. It was found that at the elevation of the founda- tion, the soil was a mixture of fine and medium yellow sand with an estimated bearing capacity of 6,000 lbs/sq. ft. for an ordinary spread footing. --l4 - The water table was found to be at an elevation of approx- imately 818.24'. This is far enough below the elevation of the foundation of the parking structure so as to eliminate any danger of frost action or buoyant force tending to lift the structure. The closest structure, and the only one offering any problem to construction, is the capitol building. This difficulty has been overcome by locating the parking structure retaining walls far enough from the capitol building so that no sur- charge need be added in their design. At one point, the entrance steps to the capitol are over the structure, but this weight can be taken by the columns underneath the steps. From information obtained from the capitol building super- intendant, the telephone company, the water and power company, and the city engineer, it was found that no utilities are located so as to be interfered with by any part of the struc- ture except the north ramps. At the intersection of Townsend and Ottawa an electric conduit enters the capitol area. This conduit would be crossed by any ramps from or into the struc- ture at this point. It is located at an average depth of two to three feet below the present ground surface, and would pre- sent no difficulty in bypassing during contruction. Steam and water lines also enter the capitol area at this point, but they too can be easily bypassed, and need only be left -‘15 - in their temporary position during the construction of the ramps 0 -16- DESIGN OF STRUCTURE W In designing the structure the first step was to estimate how many automobiles it should be able to handle so as to best fit into the plan advanced by the parking committee. Since their plan called for ten parking areas to handle a deficit of 7,644 spaces, it was felt that a structure capable of storing about one ninth of this figure or about 850 vehicles would be of the correct size. Rough calcula- tions showed that in order to provide this amount of park- ing space in the area selected, a two level structure would be needed. 0f the great number of building materials available, one had to be selected which would meet the following require- ments: 1. Be fire resistant. 2. Provide maximum head room with minimum depth. 3. Provide high strength with comparatively thin sections. 4. Be easy to transport and place. (11 . Be comparatively quiet to erect or place. . Have low comparative cost. Require short erection, or placing time. \‘l 0') 0 0f the materials considered, reinforced concrete was the type which possessed most of the above requirements, espec- - 17 - ially the first three. Therefore, it was decided to design the structure using reinforced concrete throughout. §pecifications Used In order to make the structure conform as closely as possible to the most widely used, and the safest set of standards, several codes were examined. Since the State of Michigan does not have a building code, the Lansing building code was selected first. The section concerning the structural standards of reinforced concrete design had been deleted and reference was made to the code published by the.American Concrete Institute. The next code selected for consideration was the one published by the National Board of Fire Underwriters. This too referred to the American Concrete Institute code. Therefore, the 1941 Building Regulations for Reinforced Concrete (A.C.I. code) was adOpted as the standard to be used in the design specifi- cations Of all the reinforced concrete members. The next step was the selection of a code which Specified the live and dead loads, ventilation requirements, and any other factors not directly involved in the design of the structural members. The building code published by the National Board of Fire Underwriters was compared with the Lansing building codes. .In general, it was found that the former provided a greater margin of safety, and most re- --]_8 .- quirements of the Lansing code were also contained in the Underwriters code. Since this was the case it was decided to adOpt the National Board Of Fire Underwriters building code as the one used in the design of the structure. Loads on Floor and Roof System In the selection of floor loads and roof loads, the maxi- mum specified in the National Board of Fire Underwriters code were used. SO as to indicate clearly which part of the structure is referred to certain terms are defined at this point. 1. Roof - Refers to the top of the parking structure and includes that portion of the structure which supports the earth cover. 2. First level - Refers to the first level below the surface of the ground. 3. First level floor - Refers to the floor of the first level which is also the ceiling on the second level. 4. Second level - Refers to the second level below the surface of the ground. 5. Second level floor - Refers to the portion of second level floor, other than column and retaining wall footings, which is directly in contact with the earth. - 19 - In order that the park that is in front Of the capitol at present may be replaced when the structure is completed, a thin cover of earth must be furnished to allow landscap- ing. A depth of four feet was designed for, since this would permit the use of shrubs and small trees. Assuming earth to weigh 150 lbs/cu. ft., this would produce a dead load of (4) (150) lb/sq. ft. or 600 lb/sq. ft. An addition- al live load of 100 lb/sq. ft. was added to this to take care of any group of persons collecting, or any small vehicles such as power lawn mowers being used. The thickness of the roof slab of the structure was initially estimated at 12 inches and later calculation proved this correct. Therefore, taking the weight of reinforced concrete as 150 lb/cu. ft. this gives a load of (l) (150) or 150 lb/sq. ft. Summariz- ing the roof loads. Earth load - 600 lb/sq. rt. Live load - lOO lb/sq. ft. Slab load - _l§9 lb/sq. ft. Total - 850 lb/sq. ft. The load on the first level floor was composed of the live load due to vehicles and pedestrians, plus the dead load due to the weight of the floor. From the building code the live load was taken as 175 lb/sq. ft. which is from 25 to 50 lb/sq. ft. above local building codes. The slab thickness was estimated at 8 inches and this also proved to be correct - 20 - in later calculations. Summarizing the first level load. Live load - 175 lb/sq. ft. Slab load - _lQQ lb/sq. ft. Total - 275 lb/sq. ft. Where the walks are located on each floor an increase in concrete thickness of approximately 6 inches occurs. Iow- ever, the whole floor is designed for a 175 lb/sq. ft. live load and only that portion used by vehicles is subjected to this load. The sidewalks need only be designed for a live load Of 100 lb/sq. ft., and so a 6 inch curbing increasing the load by 75 lb/sq. ft. is permissable. -.21 - Design of Roof and Floors In selecting the type of construction to be used in the roof and floors, two types were considered; beam and girder construction, and use of the flat slab. Of the two the latter was selected because of two important reasons, (1), It provided maximum headroom with minimum depth of structure, and (2), rThe formwork used in flat slab con- struction is simpler and less expensive than that used in the beam and girder system. In addition, it Offers such features as providing flat surfaces for ductwork, elimi- Hating many corners and points of weakness,and provides greater simplicity of design and steel placement than the beam and girder type. The type of flat slab construction used was the two way steel system, with drop panels and column capitals. The first step in the design of the floor and roof system was to draw a framing diagram (Plates 1 A: 2) showing the dimensions and the location of each of the panels. All panels having the same dimensions were assigned the same lettep_ rThe number following designates the position of the panel in the structure, and thus indicates which panels are adjacent to it. This system was used on both the roof and the first level floors, as well as the main entrance and exit ramps at Capitol Avenue. These ramp panels are also flat slabs and they all have the same thickness as the first level floor panels and are included in this design, but are clearly designated in the tables as ramp panels. A sample calculation showing the procedure used in a panel design is given. This sample shows the design of panel Al, and presents all work done in checking each panel. 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The three major vertical columns indicate where the panel is located, and the subtitles under them show which portion of the panel is being considered. The sketches below show the three types and indicate where the moments occur. - “fa/‘7. flfcrlor‘ 50¢ gaffer/‘0’“ ’00,.5/- ffcc/Ppro/Ic/ ' 7‘: 005-5. ec/ye ./ ' ' (0/. Jr‘r/p ffflf\ z . 0 ”Z ”/1 .xana i ' ' ' ” A fin}, . IJ'H. . IfN,/J:f¢ 60/ "I“ 6- / 2 ’/ ' 0”“ — o a a wry . . /.rc.¢'a’ e .thp ' 45:::»#*””’3;:;Tflflifit- 7 - r .1207. _ . . . . .457 ' '- "' cw/l//~zafiz//,-€ffin .IV; ./¢.5'M. r.” . h Hf.’/./,"1+/vla Mo Jig-'27: ’ Co/ .5304; ‘12— 9,}; ’ 60/7 f [x fer-xer- ' pa~&/- f/ec/ per/be’n/zéu/ar 72v d/lb'c'. ca}: .. .25 .. EXPLANATION OF "STEEL DESIGN" TABLES In the first horizontal row the moment Mo as calculated in the initial panel design is given. Next, the moment coefficient and the moments corresponding to the portion of the panel they occur in are given. These coefficients were obtained from A.C.I. Code Table 1004 (a), and 1004 (b). The small drawing below each moment shows the vertical po- sition of the steel at that point in the panel. The arrow designates the depth, which is given on the next line. The next three rows give steel areas. The first is the calculated area necessary to resist the moment, and is found from the formula shown. The second and third give the minimum steel areas which can be used; (A.C.I. 1004(g) ). These are temperature steel areas. The greatest steel area of the above three is listed next, and the number of bars is then calculated using AS .79 sq.in. 3 for 1" round bars and AS .44 sq.in. for TI in round bars. - 25 - a—tao'xz/ 5-» I STEEL DESIGN (PS) 3291 (new Zeazfé .4 . Exterior Penel,Ste Exterior Panel, Steel Interror PM" Forollel to diec. ed e Perpendicular to diec. edge Column Hid Column Mid Column Mid Strip Strip Strip Strip Strip Strip Mafia/ooézpz‘a. Int EXt Int Est Poe Neg Poe Neg Poe [leg Poe Neg pee Neg Ne! pg. "'L "'l c e ' Moment See". .20 .50 .l5 .I5 .05 .l25 .l5 .I5 .25 .55 .45 .IS .l65 .IO Moment in. kit lose 2.: 1&9“ 755' 2.5-:- 437 7a- 769' PL .EiEr /z” . .. oo- . 0.0: t... . .' Oeebeoe A” ' Ueing I" e Bore Depth d in. - a: ’41:- /o.:' 9.:— /o.5'/J'=5' /0.5' 7.5" M a—— 4.1.0 4.5:” I.” 2.3 $2.0 4‘5“ " (zomeesuuf 4"" 9"” 7 Min. A. - (.oozawoaxd) 2.9: 1.33 2.9"] I12. 2-85 1-57 Min. A, ' _ 7 (mammoth!) 3” " * Uee A. ea. in. 5:77 9.43 4.1.0 fist/.40 2.37 4.2.0 4.5! No. of here I la. 4 6 1. 5 K 5 let Level Floor “0. I)"; ‘69 1;). Moment Goett .20 I.5o |.I5 .l5 '.05I'.I25I.I5 .ue 25|.55I.45[.I9 .ueo .ro Moment in. tripe 357194-4sz .252. 8!- Lz/olzrz. an. IL Ir ! 7‘— l l L ' . r :7 “Harm. 40—1;- ' Ueinp-z-t Bore DOD". d in. ' (.0. in. (.(z. .432. 4a. 7.“. ($1.574; A“(sauces (d) 41* “WI-~14"? '73 ‘1‘ 2-‘4159 Min. A 8 (.OOZGH/‘08H6‘ £77 $7, $52 -70 A77 A52; Min A. - (.oozettseitd) 2"" “6 ,Uee A. eq. in 1.74» to: mules? .90 [2.6 21.0 4.59 No. of bore 7 I). 5" ll 3 3 .5- 6 1* flo/f .r/‘r/f’ o’er/faco/ .26,- Aflao " .r (I 10o U STEEL DESIGN (F8) m /J-'-oo' [Gaff/J A ' . Exterior Ponel,Steel Exterior Ponel, Steel In error PM" Parallel to diec.edge Per endicuior to dieo. edge Column Mid Column Mid Column Mid Stri Sfri Stri Stri Stri Siri “0'. 450906;». p p p p lnpt an In: Ext Poe Meg Poe Meg Poe Neg Poe Neg pg. "'L"! p” "'3. Me 4? {r Moment 000". .20 .50 .|5 .I5 .05 .l25 .|5 .I5 .25 .55 .45 .l9 .I65 .IO Moment in. kipei 8/6 2.0401641‘F6/a. o o .2110 {£3.6— 77:“ 673 408 I‘. O O . -0 O. O . ‘ O O. . . d ‘0 l Ueing l" 9 Bare DOPN' d in- ' m: l4-5’ 25" 7.5“ .lgf Ml:- /4.5' 9.5" 7-5“ f5“ . M " (20)(.866)(dl' 4.49 3.”. 3.7.2. 3.7.2 476/ Hz 23/ 4.70 4.09 2.43 Min. A. ' (.0025ll/zéiid) 3.3/ 1.77 4.99 3.3/ 2.99 2.99 .297 Min. A. ' (oozoxsetto) 3‘” 3.43 3.48 Uee A. ea. in. 4.49 5.1.2. 37.: 3.7.2. "£6/ 89/ 7.3/ 4.70 4.09 1-99 No. of bore 6 // 4‘ 5‘ a A: la 6 6 4 let Level Floor No' I, 3 tr. £46 A. Moment Coett .20].5oj.u5 .l5 "to: [525st .I5 .25‘l.55].45].l9 .l65l.l0 Moment in. Ripe .269] 6731-262. .201 I I 336] 7H|6arlzr6 22.21/35- _ I l I L I I I I g, I.___. O C O ‘ O O O . I .0 O O O O . 4"1 7 ' . 3' veins-gt Bore Depth d in. s 6.62 297 .1737 .4761 6.62. I.” 8.07 5.87 5:61. .5762. g———!——— ' A“ l20il.866i(di13-3~" 4‘33 6‘77 2-07 .213 $9.2 399- 2.57 2.2 K38 Min. A. . J .2. . 5' /-7 . .9" /.77 /.7 (.0025H/26ild °7 ” 7 109 U 7 Min A. ' 2.6 2.» 2J3 (.0025N96Hd) Uee A. eg. in 2.35" #35 699 2.07 213 £32- 374 2.5/ 2.2.8 /.77 Mo.otbore 4/0-4'5' 7//9“’ /a-:oo ' x 235-00” .3100" Z ' I“ m 2 mg STEEL DESIGN I F8) 3 . . Exterior Ponel.SteeI Exterior Ponel. Steel "'"m" PM" Parallel to dieo. edg;_Pergendiculor to dieo. edge Column Mid Column Mid Column Mid . Stri Stri Stri Stri Stri Stri “of 63305?"- P p P p Inpt an , Intp Ext Poe Neg Poe Neg Poe Neg Poe Neg p” Neg Nell Pg. “'9. Ne Ie e. ----—L Moment Coett. .20 .50 .l5 .l5 .05 .I25 .l5 .l5 .25 .55 .45 .IS .l65 .lo Loment in. kipe 4:65 3/ a 9.52; 9.412 3/7 79.2. 7:"0 74-0 v oee.... I 000. $000........ :3 /: to; J o. ‘ goo-.0001 ‘0 Ueing i" Q Bore Depth d in. 8 /o.s- At:- mus- er ”.5" IJTS‘ ”.5“ 9.5" M .____._ _ _ L .973 £74 1.95‘512. £78 A! (zomssual' "" ”" fl - Hill. A. ' . (.oozoll/ofllo) 2.33 1.53 2.54 x42. .1.” 1.5-6 Min. A. ' 37.2. ’3‘ loozollsoll d l ' ‘Uee A. eq. in. 6.?6 /11/ 5.22. .4778 A711 :.Vrstu. £78 ' No. of bore 7 If 7 8 3 4 7 8 let Level Floor “0' 1’93011} in. Moment Coett 101.50 I.l5 .l5 ‘fOeI‘fizlee .l5 25I.55I.45I.l9 .l65 .l0 Moment in. lIipe 4/6 I/ofoIJ/z 3/2. lo4I.z6o IZ/z. 3/2. I I I I r -[ I I J I 3' ‘ ...4p00 —:1_ L‘Z'Leo .o. . ‘TA-eooooo. 4:1,: j . 3N Ueing-it Bore DOPNI d in. ' 6.6.: 96.2. 66.2. atcz “2. 25.2. 4a. :32» .4— A, leotlneoildi'H 3.43 614 2.7.; 137 .9/ I“ .172. 322/ "III. A. ' (.0025N198IIdII-7? M7 /..r.z .99 67? In Min A. ' Loozsllsolld) "3’ "" the A. eLin 3.43 («24 2.72. .337 .9/ A.“ 4.7.2. 3.1/ No. of bore 9 /r 7 a 3 4 7 J /l-:00“' x 23100 " STEEL DESIGN IFS) ROOT 49-500" [gray/é 5 F_ . . t . Extortor Ponel,SteeI Exterior Panel, Steel In ertor PM“ Parallel to dieo. ed e Perpendicular to dieo. edge Column Mid Column Mid Column Mid . , Stri Stri Stri Stri Stri Stri "054,¢‘°""’""' P P P P Inpt Ext In: Ext Poe Neg Poe Neg Poe Neg Poe Neg poe Neg ".9 Pg. Neg N1 '0 I Moment Coett. .20 .50 .l5 .I5 .05 .l25 .l5 .l5 .25 .55 .45 .IS .l65 .l0 Moment in. kipe 39.2. 1.230 667 667 ”/5- .zfraza/o ’47 735' **‘_ J o 0—H . D 0. . . . . . . .0 o e 0 ”In -.-- .... I In», “.4 2" - Ueing I" Q Bore Depth d in. a m: /4.: gr if 70.:- /¢.s— /4~s" 25' z:- 25‘ M = , . . . 6 ..r.. 775' .0 .57:- 4.47 2-7/ A' l20)(.866)(o)' "0 393 9‘6 4‘ (I 8 0 Min. A. ' ' (.0025ii/58IId) 56.7. 3.28 5.2.8 362. 3.23 3.28 3.2.8 I mn’ A“ 34-8 3.43 3.23 (0025II96II d) 0.. A. .Q. in, 4.?0 8-38 $06 4-06 6J1 $7.7 3.00 57/5- 447 3.23 No. 0t bore 7 I? 6 6 8 /3 // 7 6 5‘ let Level Floor Moment Coett .20 I.50 I.l5 .l5 ‘705I1125JJ5 .l5 .25I.55I.45I.l9 .l65 .l0 Moment in. Ilipe .293I754Ia210 2-20 I | 347I6’07I660I179 222 M7 I l l l l I l gul—J . -...fi IT 490 0000‘- 4:IL_ i . 3. Uelng-‘I Bore Depth d in. a (.02. [.97 5787 .5761 4,5,2, 537 3,37 5797 5:57. :62. M , 54.50 2.74- /.5'/ "'—t20tt.—aostlot'T-’°“ 4‘73 1’4 1-24 3.93 :2 2:17 Min. A. ' (mull/sauna” 2.03 27+ M! 2-03 I" ’4" Min A. - 2 3 2/3 ./ - (.oozsilselldi "’3 0.. A. .Q. in 2.56 4.78 2J5 1.36 3.03 5725' ¢~30 2.74 2-49 /9¢ N0. ot bore 6 // 5' 6 7 /.1 M 7 6 5" ‘ " - ~":'-‘3I' “4.. -— -_'~ _-.A—~—-- .. _ x11..." .7 2:108 ' M (33-06 " (an’fé STEEL DESIGN IFS) C re interior Panel Parallel to dieo. edge Exterior Panel.SteeI Exterior Panel, Steel Perpendicular to dieo. edge Column Mid Column Mid Column Mid . . Strip Strip Strip Strip Strip Strip Moog/0616“». lnt Ext Int Ext Poe Neg Poe Meg 1:” Neg Poe Neg pee '11! ".0 Pg. Nfl_ Ne 46 '—L Moment Con". .20 .50 .l5 .l5 .05 .I25 .l5 .I5 .25 .55 .45 .IS .IS5 .|0 Moment in. ltipe #37 sat-fa 100:. [002. /670 3680 30/0 127d ”02. “g firoo'q.... $0000... 000....... ’2" Ifl. 0:: 0.0- _ 0.... q 6" , Ueing I" 9 Bare Depth 0 in. 8 m: xxr x0: fir 70.5" 1575' 4515' /0.5' 25' 25' M —— . . 1 . 37.. //..z/ 6.98 6.70 4206 ‘8 monsoon“ 7‘33 ’3'” f“ ‘ ° we ’ . Min. A 8 - ' Locum/0.0)”) 2'” 1-” "’7 1-93 4-” 4‘7 “'7 Min. A. ' 3.71. 37.1 3.72. I0025)I96II d I Uee A. ea. in. 753 47-43 £60 6-10 we Iaro 02/ 698 670 12oz No. at bore /0 /6 6’ 6' /.2. Is I:- 9 9 6 let Level Floor “0. 27/90 £I.’ I». Moment ooett 201.50 I.l5 .l5 .05 .l25I.l5 .l5 .25I.55I.45I.IS .l65 .l0 Moment in. hipe 450 [0251328 326 " oval/2.43044“ 54/ .2/ I J - J J I _ I. =1:...=4!00e1 -ooo=l Joel... - 4' l... - I I ' 3N Ueing-it Bare Depth d in. 8 66:. 962. 662. 0161. 661 ¢0z I6). 6.6.2.0361 5:42. .__.ll___ . . A. I20II.555IIdI 3,3] 6.5" 1.96 1‘57 4.77 713 .5192- 3.63 372. .72: Min. A. ' (.0025H’0'H0I/‘7, 679 L52. L7? [79 £52 £52 Min A. 8 .5/ .3/ 2.3/ Loozottsot l d) 2 2 Dee A eg. in 3.8/ 4.56 2.86 337 4.77 7.23 5.9.: 3.43 3.7.1 1.1;- No.0thare 20-70 0 /7 I479; lac 0...; .ai: afi— Hum— ” .Hnl [I F‘UILIHQ i l! mtlmllilfoIfrIulelNIIJHfHIN.lill Hil\ INHW\tHM.I\ STEEL DESIGN IFSI ' aloe " x 2:"- 0‘ m /:=»“ zen,“ c l t . P l Exterior Panel.SteeI Exterior Panel, Steel n "m' "M Parallel to diec. edge Perpendicular to diec. edge Column Mid Column Mid Column Mid . . Strip Strip Strip Strip Strip Strip .2 0. "off-5"" ’P’ Poe Neg Poe Neg Poe Neg Poe Neg P Int E“ P 'M E" °' Ne N 9' N Ne f ” . LJ 'L__L Moment Coett. .20 .50 .l5 .l5 .05 .l25 .l5 .l5 .25 .55 .45 .IS .lS5 .l0 _MLoment in. Rig; 9/3 11801697 691- 12.8 5'70 694 697 0.. CO. C . . 0.0... ' A!" ‘0 .°e ’00 00.0001 Ueing l" 9 Bare Depth d in. 8 “4' /$5" 9.:- 2: /0..r ML: 9.:- 9.5" M ' ° - ‘15" 1-1 4/6 4/6 " (20)l.866)(d)' can. 2/3 4/. 42:. 7 M I II. A. ' (.002 Sill 4/ N d) Min. A.‘ (002 5IISSiI d I Uee A. ea. in. 5301. 2/3 fi/é 4-2:. 1353127 4/6 4J6” No.0t bore 7 ’3 5 6 3 3 - 6 6 3-70 335'135‘ [.55 3.35' 3.35” 3. 43 /.7r let Level Floor “0' 6497 #11013. Moment Coett 201.50 I.l5 .l5 .05 .25I.l5 .l5 .25 .to .l65 .ID I Moment in. IIlpe .279 I749Izzf 225‘ 75‘ I/87 I21! 115' I I I I I - I Ueing-43'. Bare Depth d in. 8 6.6.2. [.87 5:87 5:61. ‘52. 8.87 5:97 5:67. Min. A. ' (.0025II/4/IId 1.33 2-07 695 /-/7 1-07 6'! Min A. 8 (.0025lI95IIdI 1.8 606 Uee A. eg.in 2.60 437 .51! 1.5/ 1.17 I-zz. 2.1.1 .23! No. of bore 6 l1 6 6 3 3 6' 6 Ilia” x 24:00 ' I M 243-00” Zea,“ STEEL DESIGN IFS) fl Interior Panel Parallel to dieo. edLe M 08‘ 6’804‘}; 1‘». Str Column Str Column Strip Mid Strip Exterior Panel,SteeI Exterior Panel. Steel Perpendicular to diec. edge Column Strip Strip Poe Poe Poe Poe Poe int Moment Coett. .20 a. .05 II- .l25 NeL Ext M Poe int .45 ML Ext Neg .I0 Moment in. HM I) 6 Ueing I“ Q Bare Depth d in. 57‘ /a4‘5 lo 46 349 973 I049 ID‘fB I147 304013140 1528 //5'2. 696’ 10. 5' 4975' l0-S' 25" lo. 5" IJTS" l0. 8" 2:" l0. 5' $1.... 0.0% l:- 5' IJTS" la? 25’ 25' A M " l20tl.ose)l o i' 265 an 5775' 6-36 2-0! 32: 5375' 636 ’60 If 30 ”-69 727 79/ $1? Min. A. ' I.ODZ5)I/08 )I d) .2. :4 1.14 1.51 641 2.54 1.47 1.8! 231‘ 2:7 .z.f7 M in. A. ' I002 5)I96)I d ) 3.71 696 3. 7). 3. ‘72- Uee A. ea. in. 768 [3.0 6773' {-36 1.0/ 325' £76“ 636 $60 If. ll. 67 71.9 7 0/ 4.22 No. of bare I0 l7 I3 ’2 1,..— l0 let Level Floor "0' 2, 300 ‘1‘; I39. Moment Coett .20 |.50 I.l5 W25] .l5 .25I.55 I .45I.lS .IO M oment in. 460 Il/r0I345‘ n: I: 37 I345“ 0'75-I/2 “1/63: 360 230 ll Depth d in g. . 3‘ Ueing 3- ) Bare L _ E I437 I .1:— .0. _.d_ 6.6.7. m). 662. 3751 6.52 961. 662. 5761 6.6.7. Q6). 90:. 6-6 1. 5:61 £612 ..__M___ ‘8 t20tt.ooott «I 4.0! 6.90 10/ 35'} l- 00 /. 72 3.0/ 33'? .5702. 75‘? 6-1! 5-5/ 3.9] .236 Min. A. 3 I.0025)I/01)Id 67, 67, £51 .59 A79 A5“! A79 677 /..r.z. [32. I.0025)I95) Mln A. 8 Id) 2-3! 6/6 2.3! 2.3/ Uee A. eq. in 4.0! 6- 70 3.0 / 3.5“" 600 /- 7.7- 35‘? .5702. 7:7 441/ 3. 8/ 3.9/ 2.36 No. of ha '5 l0 /6 3.0/ Ii. II If /€:-oa' x 2410a STEEL DESIGN IFS) BM la; on " log/l: D F— - , . Exterior Panel.Steel Exterior Panel. Steel In "'°' PM" Parallel to dieo. edg_e_ Perpendicular to dieo. edge Column Mid Column Mid Column Mid .. Strip Strip Strip Strip Strip Strip “0" 4,453 ‘7’“ Poe Neg Poe Neg Poe Nea Poe Neg Po lnt E“ p 'M E" ' Ne N 0' N Ne “P . . LJ 3L__L Moment Coett. .20 .50 .l5 .l5 .05 .l25 .l5 .l5 .25 .55 .45 .IS .l65 .lo Moment in. Ripe V30 325' 698 698 2.33 58/ 698 egg ”‘1. 2“q20?q§8f 747 443 J ! /:~ 4-4 .04. o. o ..T..I 00.000 1" ’ * Ueing l' 9 Bare Depth d in. 8 lad" I45“ 75‘ 25" /o.$‘ /45' 935‘ 9.5'/a.s' [45‘ I4: 96‘ Q: 25' M . Af—(goufissud). .47” 9.27 424 4:4 #18 1.3! 41.4 424 5-57 ma. 9.32. 3:37 4“ 2.83 Min. A. ' ' ' (.0025u’44xd) 3.99 3‘/ 3-‘/ [37 34/ 3.6] 3.99 3.6/ 3-6/ 3.6, "m A' ' 3-48 A74 3.43 ”a (002 SlISCH d i u" A. ea. in. arr 9.27 1429 $1? £89 1.3/ 42" 4-14'4-37 m2. 5.315137 6?.“ 3.0 No. of bore 7 I1. 6 5 3 3 6 6 9 /3 l/ 7 5 4" let Level Floor “0- 65-30 k), in. Moment Coett .2o I.5o [Jo .l5 Taslfizslus .l5 .25].55I.45].l9 .l65 .lO Moment in. ltlpe 396 '7‘5'l250 230 77 [/9/ [.230 .230 38/]94/I689I27/ 1:3. x53 I l - ,L I - ,i I I . o. o .0 oo =Foo . I. ' —-— a o .1. - 0 e no 0 o 0 DE Iii: * ' Ueing-$9 Bare Depth d in. 8 (.52.. J17 .5787 5162. 4.62. 8.87 5387 mu. 66). 887 887 5787 $43- 5‘1! .——-L-— ' A. (20“.aesud)1167 4’8 1.z7 1,37 .‘7 [1? 2-17 2-37 3.33- 54; ‘48 2.8‘ 1.‘, /-:7 Min. A. ' (,0025)(/44)(d 1.0. 1.23 1.14 H? 2.13 1H 1.5:. 2.23 244 2!? Min A. II .I . , . (.oozallsollal 2 3 "’7 2’3 "3 0,. Al “I. in 2.47 4.98 2.2.7 2.57 /./9 £14 :47 3.37 3.32. 5:48 4.48 2.96 2.6? 2/4 No.othare 7/2.;(33 {48/30775- [0300' (II :00 .. M Z/‘vo " lady/'6 STEEL DESIGN IFS) é." . Exterior Panel,5teei Exterior Panel. Steel Interior PM" Parallel to diec. edg_e_ Perpendicular to diec. edge Column Mid Column Mid Column Mid . _ Strip Strip Strip Strip Strip Strip "ofé‘Zéo‘w’" lnt EXt lnt Ext Poe Neg Poe Neg Poe Neg Poe Neg pg. "'1.“ Pg. "'L Ne e J 4" Moment Coett. 20 .50 .I5 .ID '.05 .I25 .l5 .I5 .25 .55 .45 .IS .ISS .ID ‘Moment in.liipe //5/ 2th "9 847 153' 70! If? If? ”0 o 07 o. O o o o o e ‘fl Ueing I" Q Bare Depth d in. a la; A?! mi 9.5' /o.5‘ at; xof 9-5" a u I . A. I20)(.866)(d) 4.11. 0.5? 4‘6 57/6 lfé 4,1,: fig; 5/6 "III. N. ' . (.0025lI/zoiId) 33/5" 33/! 2.3.4- Ara 3/:- 1.5:“ I Min. A. 372 A“ IDOZDiISSII d ) {Uee A. .q, in. 1.1.2. 014 4.44 .6276 A5? 2.4% f.“ .476 ' No.ot bore 8 /4 4 7 '1 7" g 7 let Level Floor Ito-4.9571191». Moment Coett .20 [.50 I.lS .l5 ‘IOaIfizsIJa .l5 25I.55I.45I.I9 .ISS .IO Moment in. lIipe 371- I73" I177 ‘77 “‘7 I134 I177 179 I I I I L , I I I I I a. .O. 0.: O. .. .. . 30...... {I 3. Ueing-‘I Bare Depth d in. a 6.6.2 I“ 64.2. 5:61. (62. 76.: (.62.. .5761. .__E__ " (museum 4* 5'4“? 2-4: 2.17 .a/ x37 2.43 4.27 Min. A. ' (.oozsII/zom N? ‘77 ”‘7 -7" ”7 ”‘7 “I" A‘ ' P137 M5 (.0025iISCHd) US. A. .q. in 31* ’5’ Z¢31.’7 .79 /37 1’3197 No. of bare 6’ /3 4 7 3 7‘ 4' 7 20:09 "le 100 ~ STEEL DESIGN IFS) BM 20100" 4:0;1‘4 [ . Exterior Panel,$teei Exterior Panel. Steel """w' PM" Parallel to diec. edge Perpendicular to diec. edge . Column Mid Column Mid Column Mid MosJ/rlfokifirh Strip Strip Strip Strip Str'lnp' E“ St'r'IIt 5., . Poe Neg Poe Neg Poe Neg Poe Neg pan "'1." pg. "'1. Ne I. '—-L Moment Coett. .20 .50 .l5 .l5 .05 .l25 .l5 .l5 .25 .55 .45 .IS JCS .lC ‘Moment in. kipe at? .1553 79! 774 £31.11?” 23!: no! 87.! .5127 ’1” .. .. 0.00;..T..I O b. . z' I L i Ueing I" Q Bare Depth d in. 8 m:- /4.r 9.:- 9..4" 70.5- /4.r M'J' 9.! 95’ 9.6“" " 4” .830 .111 8-—-— 8 . . 3 fl! 7.27 at? 94! A' monsoon“ fl“ " ’7 4’ Min. A. ' ' 51/." .2.”- 14! 1.35 (.oozatlmtidl 50' 115' I.” "I“ Ae ' J49 .zfl’ 11% I002 SiiSsii d i Uee A. ea. in. 5751. my! 483 4.93 7,27 #57 5,74: (.4 .4730 Jz/ No. of bore 8 /f 7 7 /o /.¢' /.z 3 7 5" let Level Floor “0. 473‘ Afi/h. Moment Coett .2o I.50I.l5 .l5 ;.05I.'I25I.I5 .l5 .25I.55 I.45I.I9 .ISS .IO Moment in. tin 37‘7 Ifl? Izéa Zéol I I 45117;.9-I 75/ '33.. 4’5 /74 I I I L I I I 8. 00 I . -..d 1..I.. 9.4..11 1"_'_II__ - T A Ueing-i-t Bare Depth d in. 8 4.62. 1.57 .4757 £62. “.2 £57 £87 £97 r42. .4742. .__'£____ , 5-1.5:- 1-67 178 4.2:. .5707 314’ 1-73 A77 ‘8' l20i(.oocl(dl'13”z’ " Min. A. ' (.oozoll/xoiidI”? K7£ 447 A99 /.76 Mr “7 Min A. 8 ./ Are .21.? (.oozsltoctldt ‘2 3 u” A. .q, in 3-82- 5745' 24'! 4.47 3.73 44.2. .1707 3.1.." 4.93 /.77 No. of bare 7 0’ 5 7 7 /r M. 8 7 f 20:00 “1”:00 Rpgt Z: ’- 00 " zeal/J: STEEL DESIGN IFS) ,c Interior Panel Exterior Panel.SteeI Parallel to dieo. edg_e_ M 0'. 20/0 £1,061 Column Strip Mid Strip Column Strip Mid Strip Exterior Panel. Perpendicular to diec. edge Column Strip Steel Strip Poe Poe Poe Poe Poe Int Neg_ r \ Moment Coett. .20 i .05 1' .I25 .83 .45 E“ Poe Int N81. Ext Neg .IO Moment in. kipe If03 /”'1 lo}?- 3.97 975 ha /0J'.1- ”I! (v Ueing I' Q Bare Depth d in. /0-5" lfif /0.5' 9-5' /0.5' /."-5‘ /0- 5' 7.5" A" (zo)(.acc)( d l' 73/ /10.5" 537! 6 5'0 /. 73 127 5:77 6.40 M in. A. ' (0025" 420M d) 3'. /5" 3/5‘ 2. 9.5" K5? 3/;- 2.3-7 M in. A. ' I002 SIISSII d) 37.2. Klé Uee A. ea. in. 759/ 4105' .577! [.40 /. 73 3.29 £77 6.%’ No. of bore /0 /7 let Level Floor “0.4 .300 £96 1.0:. Moment Caett .20 I.5o I.IS ”$05 [1‘ch .l5 .l5 I .25 I .55 I .45] .to .IO M om ent in. xipe 460 I”)? L3?! L 3%.“ //5- I203 I35: 30.9"] I l I I 1 l J I.— 3. Ueing 7. Bare Depth d in. 3” . 431" 6.6.1. 96.2- (.62. $361. (.61. 9.0; 6.0.2. .9761. "W .__.II__ ‘8 Izou.oeetm'|"°/ W" 30/ 3:5? /.00 /- 73 3.0] 325'?' Min. A. ' (.0026iI/10 )I d 1/... K97 My .97 /. 77 [67 Min A. 8 (.0025lI96I I d i .1. 3/ [05" IUee A. ea. in 740/ [-70 30/ 3. .5'1‘ /. 90 /- 73 30/ 15’ f No. at. bare /0 /é 20100 " x 23500" STEEL DESIGN IFS) ,: M 2.9: 00" 4...,» I.__ . Exterior Panel,Stee1 Exterior Panel, Steel lnterIor PM" Parallel to diec. edge Perpendicular to diec. ed e Column Mid Column Mid Column Mid "0' 5:790‘400'2 SHIP sIVIP Stflp Strip Strip 3,”, ' Poe Neg Poe Neg Poe Neg Poe Neg 90 Int E“ 'M E“ __ ' Neg_ N! P” Ngg_ Neg 5—". IONIC!!! 000". 2O .50 .I5 .ID .05 .I25 .l5 .I5 .25 .55 .45 .IS .IGD .IO lament in. Ripe ”f9 2395 83; ‘8 I4 3/90 25/0 ”00 95"! 5‘79 It" '. e- ."..000 " ...I..I, .- ' Ueing i" Q Bare Depth d in. . ms- Me: £5" 25' 70.5- 14574: 25‘ 9.5- 25' N . . ”.52. 51.28 5:18 . 9" 2.7/ /0.3 (.59 5: 17: At ammonia)" ‘ 37 7’ I 9 so Min. A. ' ' (,oozgu/ygud) 3.61. 3.18 119 3.12. 3.28 3.28 113 mn' A' I. 343 396 348 (oozoxostldl ' ‘ ‘ Uee A. ea. in. [5.57 ”.52 5718 £13 795’ 42.?! I039 4‘9 .6780 175' No.othare I9 /.s- 7 7 // x7 x4 9 0 5’ let Level Floor "0' 4700 1"" 1.0. Moment Coett .2oI.5o I.l5 .l5 i.05I.Il25I.IS .l5 .25I.55I.45I.Io .ISSIJO Moment in. lIlpe 380 I95‘0I239‘ 235‘ I I 4751/045136'5136/ 3/3] I90 I I I I J I I 3' j? 0 O o o o . 9e 0 e o o 42.1; i I Ueing-i-t Bare ' Depth d in. 8 (.12 3.87 5717 0:42- (11 9.97 3.87 5:87 JMZJ 5:42. .._.l‘____ . " (zoll.ecsl(di'I3-3’ 07 2.43 1.93 4/4 430 5256 15-54 12/ M: Min. A. . V (.OOZSNIJOHII 2.28 2.0.2 £94- 1.13 2.01 [.94- £74 Min A. - K (.oozctiscila) 1-” 2.13 2.13 Uee A. eg. in 3-3/ l. ’7 143 1-93 4-2/4- (.80 5.56 355* 3.2! /.9J‘ No. ot bare 8 lf 7 7 /0 IL /3 9 5 5' xafiao "x223“ ” STEEL DESIGN IFS) BM 22 '-06 " Zen-{f6 5' . Exterior Ponel,$teel Exterior Ponel, Steel Interior PM" Porollel to diec.edge Perpendicular to dieo. edge Column Mid Column Mid Column Mid SII SII SI' SII Sli ti Mo' 4,0105%”. r p t P “p r P rlnl’t Ext 3 In: Ext ' Poe Neg Poe Neg Poe Neg Poe Pg. Poe N09 ,1. * NeL N! NeL Neg HOMO!!! 000". .20 .50 .I5 .IS .05 .I25 .I5 .I5 .25 .55 .45 .I9 .I65 .IL Moment in. Ripe 301 7!: 793 903 I!“ 33/0 1710:0441 44+ 491. ’1 . O O O . . O o o . ' o o o e c . . . d 6 I'— . ° 7 7 ‘0 Ueing l" e Bore Depth 4 in. - /o.5/5'.5/o.5' 52:79.:- x55 1.41:»! 2:- 9.5“ I M I A‘ (ZONJGGIHI I.“ 2.30 49‘ £49 8.17/13! mat 41.9 ‘03. 1“ Min. A. ' (.oozollzoall dl A41 2.57 2.85 2.83 2.57 2,57 Min. A. ' (oozolleelldl ‘55 ‘96 3"“ "7" Uee A. ea. in. l.“ 1.80 6!% 91493.17 1.1.3! Ian? 5.29 403 3.“ No. of bore 3 4 7 7 // I6 13' 8 8 5' let Level Floor “0. 4977 k], I'lv. Moment Coett 201.50 I l5 .l5 .05 .I25I.I5 .l5 .251.55I.45I.I9 .l65 .lO Moment in. kipe . I 99 I247I197 .277 494I/asel 889I375' 3.7.6 mg I _l L , i I I . o o o H . o o o o o . . . g M o e d o 0 d 00 o o o o 4'" L__ 3' Ueing 7 I Bore Depth d in. I 6.42 242 (.61. £61 461. in. £41 an. £62. .511. “WW1 .9; x." 1.57 3m: 45/ {.52. 5733 3.27 3.35203 Min. A. ' (.oozeH/oslu la /.79 £52. n9 A7? £52. /.:r.z. “In A. ' I (.oozeltselld) ’v" 1-3’ 13’ 0.. A. .1,in 45' [.43 2.57 3.0! 4:3/ £51533 3.27 3.357.2'03 No. of bore 3 4 6 7 lo I! I3 8 I 5" Iazao v x22 106 fl STEEL DESIGN IFS) m /§Zao" Lc'nji‘é é ' . l Exterior Panel,$teel Exterior Panel, Steel I" "'o' Pane Parallel to diec. edgg_ Perpendicular to diec. edgg Column Mid ' Column Mid Column Mid _ Stri Stri Stri Stri Stri St ’ — Mugzwhké" p p p P Inpt Ext {3 Ext ' Poe Neg Poe Neg Poe Neg Poe Neg pan p” i Neg_ Ngg Neg_ Neg Mouton! Coett. .20 .50 .l5 .l5 .05 .I25 .IS .I5 .25 .55 .45 .I9 .I65 .IO Moment in. IliLe 871‘ 205‘ 2‘9 5'46 ‘56 ‘51 Inn 2410 my 53/ 7.2.7. 437 I; o o 04 o o a T T O a} 0 0‘1 ‘ * - Ueing l" g Bare Depth d in. :- /o.5' I4J' /o.5' /4.5‘ 23" £I’745’ /4-5' ML!“ 25' 25" 7-5— “ . A a a . e Izollecslldl 44/ 8.70 A48 2/7 23.77 3.99 6.00 2:! 794 505' 4.37 2.1.5 Min. A. ' " (.oozalllaslldl 3.52 /.77 12/ 3.2/ 3.9:: 3.2! 12/ 3.1 Min. A. ' (OOZSNSSIIdl 3.48 /.74 3.48 3.48 Uee AI ea. in. 4:8! 9.79 /.77 .2./7 3.99 3.99 Loo 9.59 7.34 5709‘ 4-39 3.21 No. of Dare 7 l/ 3 3 4 6 8 l3 l0 7 6 .6- let Level Floor no. A43fél.’ I». Moment Coett .2o I.eo I.l5 .l5 .0: .t25I.t5 .te I.2a I.se|.45|.te .tce .to Moment In. tripe 23d 7/8I 72 I/79I2/s' 1/5I35'9I7701‘46I173 237 /44 L r I I ,l E I ’. .. .0. -004. ..I..1. 4'I__ i i- Ueing-i-t Bare Depth d in. 8 411 8.87 £41. 9.87 5:87 {362. (.41 8.87 387 5767 £62. £12. A' maltose)” 12.5.» 4."! .43 /./7 2.11 2-1! 3-/3 5’4 *Z’ 1-" 1-43 "43 Min. A. - V (pagan/3’)” 2x3 NJ. I.” 196' 2.23 A98 A3: A35‘ "In A. ' (.oozellselldl 1'” ""7 1°"; 1'” ‘Uee A. Q. In 1.59 4.47 /./,z, /./7 .1././ 1.2] 3.13 5714 4.2.! .219 2.43 /.85' No. at Dare 5 // 3 3 5" 5" 8 M In 7 d 5" ?0—'ao"x 23- 0‘ STEEL DESIGN IFS) m 2310‘” [tag/6 l/ , Exterior Panel,SteeI Exterior Panel, Steel "'"m" PM" Parallel to diec.edge_ Per endicular to diec. edge Column Mid Column Mid Column Mid Strip Strip Strip Strip Strip Strip “of 2330b)»; Poe Neg Poe Neg Poe Neg Poe Neg Poe lnt E“ P 'M E" Ne N 9‘ N Ne T 1...! 1—]. Month! Coett. 2D .50 .l5 .IS .05 .I25 .l5 .l5 .25 .55 .45 .I9 .I66 .IO flaunt in. tiger I‘Hé _3£90 349 91.1. //70 //70 ’02. ...‘ ... ' ‘ ooooood ‘u Ueing I' 9 Bare Depth a in. . m! I515 /0.5' /5'.5' /0.5‘ 9.5" M f . AS: I20)I.866)Id). 3.07 43-71 1.03 3.4-3 (.43 1” Min. A. ' . (.oozallllollal 3/5 “'8 31’1“ i . ' u n A' 3.72 A36 I002 MISCII d) US. A ea. In. 8.07 [3.7.2 2.03 3.43 (.43 7.// ' No. at bare ll /8 3 5' ‘ 8 9 let Level Floor “0. 1,410 tip (.0. Moment coett .2oI.5o I.te .l5 H.05I:.Il25I.l5 .l5 I.25I SSJASIJS .tce .to Moment in. kipe 484-I/1/0I /.2/ I303I3£3 3‘3I I I I I I I I I I I a b. . . ' . A . ' I II . . o. o 0 9 fi Meoofi 0- ........ 4:1: Ueing%§ Bare Depth d In. I (.41. 9-“. 4.42. 9-47. ‘12. .4761 .__!...__ A' l20l(.866l(dl1f:115773 A0! 132 347 3.73 Min. A. ' Loozoll/zolloIMt "’9 ”9 “7 Min A. I /./6 (.oozslleellal '7'” 0.. A .4. In 4.12. 5.73 £0; [91 3./'7 3.73 llo. at Dare /0 /4 3 5" 8 9 ?0—00 x 23 '0‘ STEEL DESIGN IFS) M 20300" Lena/4 f/ . Exterior Panel,-$teeI Exterior Panel, Steel """m' PM" Parallel to diec. edge Perpendicular ta diec. edge Column Mid Column Mid Column Mid . _ Strip Strip Strip Strip Strip Strip 04.55;?” ion». lnt Ext lnt Ext - Poe Neg Poe Neg :oe :eg Poe Neg Poe Neg ".0 Pg. ”'1. Ne ”ONION! SCI”. .20 .50 .l5 .l5 .05 .I25 .l5 .I5 .25 .55 .45 .I9 .I65 .IO figment in. kipe [47$A 32.50 2‘5’ ”.20 973 5'90 0 o o .-'—._.—:I 00 e o e e . . . r ll. . C . O ‘0 I I J A 0 Cl. C ‘0 Ueing I" e Bare flpth a in. = 70.5" 14.5- /4-.: 9.5' £3- 23" A : M I 5' ‘2°"-°““‘” 9/0 0.94 my: 33/ 3.9/ 359 Min. A. ' ' (.oozslll4/ll at 3.70 3.33 3.35' 33! "m A' 3+9 3.4-8 I002 SIISSII d I Uee A. ea. in. 340 /2.¢4I/0.5‘5‘ 6.9/ 579/ 3-57 No. of bare // l7I/4 9 8 5" let Level Floor “on 4936 ‘1" I"), Moment Coett zo I.eo I.l5 .l5 ”.05 I’thsl .l5 .l5 .25 I .55I.45I.t9 .l65 JD "on..." in. hip. I I I 4‘4I/0‘4‘I ’7/I3‘8 3/, /94 I I I I I I ‘0 " P .0 o . . . FIT-1% - . oo o I .. . ... at: Ueing-gt Bare Depth d in. I (4.7. 8.97 8.87 .5787 .6762. 5.11: A u—" ' ' I20)I.866)Id).I 4.34 ‘91 5:75- 34/ 327 [9, Min. A. ' I-0025II/4’N“ 2.34 2.07 I." £98 Hill A. ' LOOZSHSSIH) 1/3 2.13 ‘Uee A. ea. in 4.34 4.9.2. 5275' 3.4/ 317 I" No. of Dare /0 M I4 9 5 5' 23300"x 2/100" STEEL DESIGN IFS) 5991 2/300" Lang”) I r" . . . Extertor Panel.SteeI Extertor Panel, Steel "'"m" PM" Parallel to diec. edLe Perpendicular to diec. edge Column Mid Column Mid Column Mid Strip 8 rip Strip Strip Strip Stri Nyéflabku’v. lnt Ext In: Ext ' Poe Neg Poe Neg Poe Neg Poe Neg poo Pg. 1 - Neg Ngg Nej_ Neg HONOR! 000". .20 .50 .I5 .IS .05 .I25 .IS .IS .25 .55 .45 .I9 .I65 .IO Moment in. ltige 00131“ 973 978 /1.£ oe— ... 000: ..... 00.0001 7. Ueing l' 9 Bare Depth d in. 8 /o.5" 4.3" /0.5' 9.3" 3—3—— I A' I20)I.866IId) 7‘” ”'4" ’7” ”5- "ID. A. F l.oozall/3elldl 357- 3“- 3-13 Min. A. ' 5% IOOZSIISSN (I) ere A. ea. in. 2/7 ”.4! .5138 5195‘ No. at Dare la la" 7 5 let Level Floor “0.2, [40 £1» (£9. Moment Coett .20 I.5o I.l5 .l5 I".05I’.'itzaj .l5 .ta I.25I.55I.45I.t9 .tceI.to Momgnt in. Ripe 418 I/070I51/ 31.] I/07J148I311 32.] IfiiI/l7él943I4-0£ 35‘3I214 I I L I I I L I I , L 8. . o e o o . . ._.._.0e 0 e o d 42‘}: * ' Ueing-i-t Bare Depth 4 ln. . (.32. 231. (.42 5:32 432. 7.32. (.41 3-12. 6.42 932 132 (.32. 3.12. 3:42. . . . . l . .3 . 6 . 6 527 3.5'1' 31.2 1.10; A. loathsome)?” (.42 290330 43 14 100 3 a +3 7o 7 Min. A. F (pagan/33)” 2.23 1.2.8 [9+ /./4- 2.2.8 I44- 118 1.7.3 [94 19f Min A. I (.0025II96lIdl 1'” “6 1°” 1'3, Uee A. eg. in 3.73 (.41 2.80 3.30 /./4- /.£/ 1.80 3.30 4.“ 7.06 5177 3.5? 3.4.2. 2.3] No.ot bore 7 ’f 7 3 3 4' 7. 5 // M ’4 3 9 {J 2350b" x 2/ '- a0 0V M 23 ’— 00 " lava“ STEEL DESIGN (PS) I Interior Ponel Parallel to dieo. edge Exterior Ponel,$teed Exterior Ponel, Steel Perpendicular to dieo. edge Column Mid Column Mid Column Mid .Sti Sti St' Sti Sti ' “67’3901'4'0’0- ' P t p "P V P 'inPt Ext 3'3: Ext Poe Neg Poe Neg Poe Neg Poe Neg pg. N n p” 7—? .LJ ”1—1.". Moment Coett. 20 .50 .l5 .l5 .05 .l25 .l5 .IS .25 .55 .45 .19 Joe .lO Moment in. MLM 3490 ”09 Ila? M‘I H I “F H .,.,v ”H. . “JL... 72.!— , Ueing l" 9 Bore Depth d in. - /o.5‘ A475" if 9.5' Ah M e ' lemmas“) 8/1 ’3-75' 4-74 474 ' Min. A. ' Loozoll/“lldl 3-3! 1-” 1-77 Min. A.‘ll Iooz SiiSSii a) 3”" [Uee A. eg. in. 8J1 0.75 (.74- 4.74- No. of bore II I! 9 9 let Level Floor “0' 1,410 ‘1’. ’3'. Moment Coett .20 Leo Ins .l5 3.05I."I25I.l5 .l5 .2e|.esj.45|.lo .ISS .lO Moment in. lIipe fflt‘l/Z/olaéa 343 /1/|303|3é3 343 60$|/331|1039r4.50 599 242 I I - I I I r 8. . '. 0]. .. A0 0000‘}- +:1L__ ' + A Ueing%§ Bore Deptll d in. a 451. 8.87 5787 5742. 6.6.2 8.87 5797 5.47. 6.41. 3.87 9.87 5381 £42. 5262. - . . . .4118 .4 . 5276’ 4V0 2.47 Min. A. ' (Dozen/um: 1'07 195’ 177 Mr AB:— /.77 2.07 [95' /.77 /.77 Min A. 8 (.oozollselldl 1” "97 1-” "’3 Uee A. eq. in 4.1/ 768 3.5"] 3.73 £07 /-97 3.57 3.73 5:18 8.07 7.09 0778 4.;0 1,49 No. ot bore lo ’3 9 9 3 5" 9' 9 a. .20 I1 /4 /o 6 ?3:00- 01231-00" ENE; Ahwz”.40vgyfi6 Ch“) STEEL DESIGN IFS) J . Exterior Panel,Steel Exterior Panel, Steel "'"m" PM" Parallel to diec. edg_e_ Perpendicular to diec. edge Column Mid Column Mid Column Mid . . Strip Strip Strip Strip Strip Strip Nof£0foé¢m lnt an lnt Ext Poe Neg Poe Neg Poe Neg Poe Negpo. p” E * Neg_ Ngg Neg_ Neg Moment Coett. .20 .50 .l5 .l5 .05 .l25 .l5 .l5 .25 .55 .45 .IS JCS .lo [Moment in. Ripe “/0 +0.2: 42ch A108 4‘03 I007 an! Mg fir— O . A $00-. . - _.O.C..... .. ’2. l 0- 0.0 ._____OooLood 700 Ueing l' 9 Bare IDepth d in. - /0..S" ”75' 25' 9.5’ /0.5' ”:5- 9.:' 2:" I u I A. (zolucsxa) 5.0+ /::00 233 233 2.22. 3.7:“ 235 733 . Min. A. - (.0025li/38IIdI 3-"- 3-17 3U~‘I ’4’ 3“‘7 3-17 Min. A.‘. 3]; [9‘ (OOZCIISCII d I Uee A. ea. in. 3.8!- /5'.00 753 733 1.23. 3.7.? 233 7.33' No. of bare l:— /9 /0 lo 3 5‘ /0 /0 let Level Floor “0' .2, 6+0£1}Ih. Moment Coett .20 [.50 I.l5 .l5 I".05[525I.I5 .l5 1.25] .55].45[.le .I65 .lO Moment in. xipe 6‘18I13101396 394 I/Jz [330 [394 3961060 I145/|//€7[33/ 436 .244 I I I I_ I - I I I ’0' ..... ‘4‘ O. ... .I . I 9.. .0. 4i: ' Ueing-:4 Bare Depth 0 in. . 4.0:. 3.31 0:37 0162 0.42 5.97 5137 0151 00.: an 3.17 .4707 5:17. £42- HID. A. ' f (goggn/gg)” 1.39 1.03 £74- /./5' 1.03 £94- 1-19 1-03 ‘94“ 494 Hill A. ' . ‘ . .Z./3 .Z./3 Loozsllselldl 2’3 ”’7 u" A. .9, in 4.40 5.40 3.39 4.06 115‘ 2./$‘ 3.9.9 4.04 0:70“ 9.4+ 773 4.93 4.48 2.7/ No. of bare // .20 9 ID 3 5" 9 /0 I4 12. l! /1. // 7 £3300 .. x z: 1-00 ' STEEL DESIGN IFS) m Jzu-f (MLM (45W) . J ’ . | Exterior Panel,$teefi Exterior Panel. Steel In "'M PM" Parallel to diec. ed e Perpendicular to diec. edge Column Mid Column Mid Column Mid , Stri Stri Stri Stri Stri Sti wagon 0;... " ' " ' ...". a... {J an Poe Neg Poe Neg Poe Neg Poe Neg Po. p” if . Neg_ N_e_g Neg_ Neg * Moment 000". .20 .50 .I5 .IS .05 .I25 .l5 .IS .25 .55 .45 .I9 .I65 .IO Moment in. lIige [£49 4025' biog I109 .20/0 443013610 I530 2050 gas /1” . ‘00 . - ... ... 0.00 ...... . . e 00.04 70 Ueing l' 9 Bare IDeptlI d in. 8 /0.5' 45" /0.5' 9.5‘ 705' 4.! I4: /0-5’ 9.5 95' M Ae' I20)(.866)Id). 884' /4,l0 6.63 133 0205‘ {£49 61.64 9.42- 6744 4-37 T Min. A. - - (.0025)I/38)Id) 3‘2. 302. 3-17 341 3.62. 3.27 3.17 "m " ' 3.94 3.94 3.74 IOOZSNSGN d ) Uee A. ea. in. 831' Iflo 6‘3 733 7/05 V5? 42-“ 8.41 £744 4.39 No. ot bare /;L /5 9 /0 I4 101/6 // I6 7 let Level Floor “0"21‘40 [do 10'. Moment Coett .20 [.50 he .Ie I*.Oel."lzal.l5 .l5 I.2al.5af.45 [.Io .IceLuo Moment in. llipe 5'18 [014596 376 [NJ-[5301395 396lééall457k/87P'a/ 4342,44 L L I ! I r I I I I 3" fi... Def eoof . .. oooEeoe 4;, 7 Ueing %0 Bare Depth d in. . (.41 742. (.01 032 1.42. 441 a; 5.12. Hz 9.41 242. 402. 50.2 £61 .._!.____ - A. (zomaeelm'lflo 7n 34-" M6 ”5' Ha 5-” 404 ”few 7/: 4.34 4.40pm ”III. A. ' (Dozen/Jena 2.27 1.17 M4 H:- 1.19 M4 2.1.9 2.19 1.94 19¢ Min A. I . . . . I (.0025II96Hdl 33’ N1 .2 3/ 2 5 MQ- in 4-40 74L 23-40" 4.04 Hr A93 3.45‘405 0:7: 37/ 1/3 cu +13 2.7/ No. ot bare // I! I la 3 5‘ 0' /0 M 2.0 I7 #2 II 7 23500" x I: 1-06 " M ZJFoo“ £000,166 STEEL DESIGN IFS) K . Exterior Panel,Steel Exterior Panel. Steel 'M'r'" PM" Parallel to diec. edge Perpendicular to dieo. edge Column Mid ‘ Column Mid Column Mid . , Strip 3 rip Strip Strip Strip Strip N9f8240k’I‘N"! Poe Neg Poe Neg Poe Neg Poe Neg poe 'M a“ p 'M E" Ne N 9' N Ne 4‘ . LJ 1—1. Moment 000". .20 .50 .IS .IS .05 .I25 .IS .l5 .25 .55 .45 .I9 .I65 .IO Moment in. kipe (‘46 f/Zo 4/2. /030 /:36 4236 N aoo>.. '0. . -__$cooor_fi f ,1 o o : .1. o o e I O can 0 o a 7‘4 , Ueing I" 9 Bare Depth d in. t /0.5‘ A979" ”.5" I51: 95' {5" .—£— 8 . 5' . .5— .57 A' (20ll.acsl(al 7'07 ’53 ‘7 ’7 3” 7 ’ 7 Min. A. F . (.0025ll/4Illd) 3.70 H! 335’ 3.3-" Min. A. ' 3-7; [9‘ IOOZSIISSII d ) Uee A. sq. in. 9.07 was 2.27 3.8+ 15/ 7:! ‘ No. of bare lz. 10 3 5' ' /0 /0 let Level Floor Mo' .2, 700 hp in. Moment Coett .20 L50 Ina .l5 inali'izsIJa .l5 I.25‘[.55 [.45I.Io .l65 .lO Moment in. um 5-4olzarol /3:’I338I405' 4001 I I f I I ,1 I I I I I ' o. O . 0 - o o #0 o . 0 — 8 C C ‘ . O “C O C O O O . 5'14 3. Ueing-‘9 Bare Depth 4 in. . 6.4:. 9.81 an. “7 5:87 5:41. . 4:16 A. I20)I.356(d) ‘7’ 799 /./8 [99 37, “III. A. F Locum/41m: 2-93 N7 1-07 #49 Mill A. F 13 [I’ (.oozslleelldl ' 7 ' Uee A. eg. in 4.7/ 719 Al! I?! 3-93 4-" No. of bare // /l 3 .4" /0 /0 STEEL DESIGN IFS) 23500"x Z3506 .. M 23:00' 4.4,”: K ) lt . | Exterior Panel,Stee1 Exterior Panel. Steel 4 n er1or P". Parallel to dieo. edge Perpendicular to diec. edge Column Mid Column Mid Column Mid , Stri Stri Stri Stri Stri t ' “0'85'00‘0'” p P P P Inpt Ext 5 {1'11" Ext' ' Poe Neg Poe Neg Poe Neg Poe Neg pg. pg. 5 Neg Npg Neg_ Neg Moment Coett. 20 .5o .15 .15 .05 .125 .15 .15 .25 .55 .45 .19 .155 .IOI _M_:oment in. kipe I700 9‘25; ' 1/30 4470 3850 /‘/4- 1401. 8:0 /1. on ... -00eo... 0.. .. . 75—}F— . L Ieing I" 9 Bare Depth 11 in. . /0.5' /£.5' 70.: M:- 4.5" /0.5' 9.5‘ if: )8. (20)?.866)(d). Q35” [4.96 ”.7! /‘.35' lJ-fo 3-39 8.5.? 5/4 Min. A. F ' 4' (.0025ll/aelldl 3‘1— 3“- 3‘1' 3°13 3-1-3 Min. A. ' 96 3.96 3.76 IOOZSIISCII d i I . ee A. ea. in. 9.3! 1434 ‘//.7/ may/3.40 339 gr; ave No. of bare AL I? /5" .z/ I7 /2 // 7 . let Level Floor Mo- 2,730 A,» 5». Moment Coett .20 [.50 L15 .15 illit)5.125|.15 .15 .25j.55 [.45j.19 .1c5|.1o: “a..." in. up. rail/390] | | 545'l/r30l/zs‘llr19 459'373 I I I I I I : r ,, " ' 51L. eing -2- 9 Bare epth d in. a “z I061 (.41. I0.LZ./D-£l (.42. £42. at: -——-5‘——— 5 .5'4 . . 044/ +7/ 2.9; ' (2011.5«11111'14’ 7 ‘°°‘ 93° ‘3 Min. A - fl .mzoll/;0l(d11‘z7 1.17 2.29 I." £79 Min AF ' 2.5-: 2.5? .150“ OOZSIISClIdI . II A. .q. in 4-3; 7:4 [.06 9.30 (.80 {G/ 4.7! 2"_€ lo. ot bore a. It! /4 /¢ /6 // // 7- 201”"xz210‘“ STEEL DESIGN IFS) M 03:50" £03sz 4 . Exterior PaneI,SteeI Exterior Panel. Steel fl lnter1or PM" Parallel to diec. edgL Perpendicular to dieo. edge Column Mid Column Mid Column Mid . Stri S ri Stri Stri Stri Stri "$600001?“ ' p P P " P . . P N P N P N Int EXt Int Ext oe eg oe eg .oe eg Poe Neg poo "LL" Pg. "FL Ne Moment Coett. 20 .5o .15 .15 .05 .125 .15 .15 .25 .55 .45 .15 .155 Jog Moment in. kipe 7331. BBBoI/o‘oo I000 333 833 I000 /000 7““ 3670 3000 42‘5- /099 4541 [2" O 0 0 O o o o . . . o o o e . 0' * Ueing I' Q Bare Depth d in. s /0.5' #:5- /0.5' er /0.0' m: I0: 9.6"»: xx: 70.0" /0.5’ 9-5’ 7-171 M AFWI. 733 42.415153 0.08 Z85 3.10 5:50 6.08 9.77 73.66 //./7 7-01 (.65 {If Min. A. F (.0025)(/10)I d) 3.x: 3.0“ 215' 797 3./5" 2.35 3.70— .3.0" 2.1! 2.75“ 1 . - T M n A' 3.72. A“ 3.7:. 3.72.. I002 SIISSII d) . ‘Uee A. ea. in. 733 all 0:03 0.08 733 3.10 3:33 0... 9,1 13.00 ”,7 1,, (.07 “5—. No. ot bore /0 l6 7 8 3 4 7 8 AL 78 /5' 9 9 6 let Level Floor "0' z, ’90 ‘1', (I... Moment Coett .20 L50 I.15 .15 [”05 I.“125I .15 .15 I.25j .55 I .45I.1o .t55 .10: Moment in. hipe 438I/oysjszv 3.29I/70 Izzziszy 321I5’1‘8I/105'I986I4/0 30/ 1/1 - I L I I I I I _. ’.I . .o. IFOIJ 00 on. coo 4'.L_ . 3M Ueing-‘t Bare Depth d in. a 0.0:. 20:0 (.01 .5701. (.01 202 002. .4702. £02. £02. 901.. 00:. £02. .5701. .._!IL___.. . . .13 5:72. 3.03 3.7/ 2.2: “e (20”....)(“131/ 4.57 2.87 3.38 .9‘ [63 1.87 339 478 7 “III. A. F fl (.ooaolt/zoua 7.79 £79 £09 700 I." [69 M? 7.99 7.09 707 Min 1" ' I I 5" 23/ 23/ l.ooz5l(95lldl 1" "’ ' ' . III—“Al "I- in 3-3/ 4-57 2.51 3.38 too 703 .087 3.38 4.75 7:23 5772 3.03 3.71 0.23: No. ot bore 7 If 7 8 J 4 7' 3 ” ’7 ’4 9 9 ‘ fl STEEL DESIGN (F3) goiw'x 2:100 " M 59"”- 4‘"¢7’% [— 1. 4| Exterior Ponel, Steel Pergendioulor to dieo. edge Column Mid Strip Strip Exterior Ponel,$teefi Pgrollel to dieo. edge Column Mid Strip Strip Interior Ponel Column Mid Strip Strip Poe Poe Poe Poe Poe Int ":9. Moment Coett. .20 I; .05 .l5 .55 Ext Jill Poe Int "5. .45 Ext I Neg l0 _M1oment in. km 34‘ 705' 846 8f‘ /4/0 3/00 15‘4q [07/ 930 5-04E //.z 8 1914 94‘ 131 la!‘ 0. .0 ‘Q Ueing I' Q Bore ' Depth d in. a /o. 5' .I lfi-f' ¢5' if loaf /4- 5' .23. 9:" /0.5' "T #1 /4.5' /¢-f gs- ¢f A .__L‘__ . ' (20l(.866)(dl (.2 0 ll. 24 5'. 78 577! [5'5 2. 0/ .5778 .9779 215’ /.2. 35 /0. // 6-57 5365' M in. A. " (.0025N’55' K d) 3.57 31/ 3.1/ M7 32/ 3.1/ 3-59 3.2/ 3. 1/ 3.1/ Min. A. " (002 SllSSN d l 3.49 /. 7! 3.4! 3.98 Uee A. eq. in. (.10 //.2 f 3.78 £78 £77 2. 3/ 5778 5:78 '77:- 0.3! b. // {-5.7 67‘5“ 3.43 No. of bore 8 l3 /0 lé /3 let Level Floor “0'635-8‘63’5" Moment Coett .20 L50 I45 .Is Iansl .Io .l5 I .25] .55 [.45 [.lo M oment in. Ripe 279' 73 I232. 307 301]] 7.2 912 79 J !.279 1 79] 40:] /02/| 830 [3:3 I I J l-— L. 4:1 . . 3' Ueing-:9 Bore Depth d in. 001. [.87 5787 5741 6.01. 3.87 5387 5762. 402. .__v__ " monsoon “'13-” {-04 2. 74 1.87 .8/ £57 2.74- 1.87 7.05 (.63 I. 82 13.27 578 57(1- 070g 5-44- 3.47 3/! /.9/ Min. A. ' (.0025H’37N d I... I. 98 l 90 [/1 £98 [90 1.13 A98 £90 £90 Min A. I (.OOZSllSCl l d l 2.13 107 1.13 1./3 ‘Uee A. eq. in 3J5- 6 04 1.74: 1-87 [/1- £57 1.7"- 2-87 4.06 6.03 .4744- 3.07 5/! ~14 No. of bore l4 /0 xé l3 203”" 124100“ M 24:00" [:032‘6 STEEL DESIGN (FS) M . Exterior Ponel,Steel Exterior Ponel, Steel fl "‘"m" PM" Parallel to dieo.edg_e_ Perpendicular to dieo. edge Column Mid Column Mid Column Mid Stri Stri Stri St i St i t ' ”£7,749 "7”"- p p P r P runfit Ext 3 :3 Ext' Poe Neg Poe Neg *Poe :eg Poe Meg pee ".1- " I p” "1"” Moment Coett. .20 .50 .l5 .l5 .05 .l25 .l5 .l5 .25 .56 .45 JD .ICS .lofl . Moment in. lti e if 3 II‘? ”4? 3;; 970 ”‘4 [/61 I940 427013490 I475' I230 776. 0.0 .... foe‘e... joe .. . . r ’1. o o 0 e 01 0 oh 0 q I 7’74 . Ueing l" e Bore Depth 6 in. = /0.:- /0._; /0.5' 25' /0.9- /0.5- /0.5' 95-70.:— ms- x04" /0..<‘ if 9.5; u . MW). 85': 0.01040 100 2/3 3.39 6+0 7300 x000 1429: 12.10 8’.” 7.70 4.7L Min. A. ' . i (.0025ll/10ll d) 3J5" . 3.4; 2.0: [.08 3.1: 2.95“ 3.x: 3.1:“ 2.95’ 2.9; Min. A. ' 3.“ I" 3.90 3.96 (002 CliSSll d l . 0.. AI .q. I". 8"! liffll (.40 7.08 1./5 3.3, ‘40 20: /0o“ /¥,5. 47.20 3/] Z75 4-71] No. ot bore // m |7 9 3 f - 9 9 x4 /7 /6 // /o 0 let Level Floor “0' 02’ !IO defilh. Moment ooett .20 I.5o I.l5 .lS I105 I‘.’t25|.t5 .l5 051.5512”... .lSS .ttL Moment in. Itipe 5h: Ian-[303 383I/2e |3r9 [303 333 033T/4asl/x48|43r 42/ 25-5- ,l L I I I , I I I : 8' .QJ...' .. . on 00 ... ..‘ 431%: = I ’ Ueing ~24 Bore 0",", d in. . 4‘1, 0‘1, 4‘2, 5361.061. Q61. 06:. 5:02. 402. flag, 951, (.51, 5742, 5702 .c—L— ° A' (zollacslldl'lfls- 245- 354 3.13 2/2 072. 3.54 3.73 079-0 3.42, (.99 9911. 4.3:. 2.02 Mln. A. - j . . . K6 (.ooon/zotla I” I9? I" "0 ’77 “7 ”7 ’97 /09 7 Min A. I ' .5/ [/6 2.3/ 2.3! (.oozollsolldl Z 2 Uee AI ,9. in 545' 205' 3.34 3.73 2/2. In. 3.34 3.93 5:50 8.42 0.98 1911» 4.31 2.2 Mo. o! hare // /J 3 9 3 5‘ 3' 9 I! 2.0 I6 la la 6 fl 203”" x :43 00 q STEEL DESIGN IFS) M 20500” 00031-6 M F—‘ . | ' . P I Exterior Ponel,Ste+ Exterior Ponel, Steel n "m' "M Porollel to diec.egLe Perpendiculor to dieo. ed e Column Mid Column Mid Column Mid SUI Stri Stri Stri Stri St i No- 0 04010.»: ' ' ' P P r v - . I P N P N P N P N lnt ext IM Ext oe eg oe eg . oe eg oe eg p” m,— N Pg. "’L Me 4‘ - __'! _.L “MOM 000". 20 .50 .I5 .ID .05 .I25 .I5 .l5 .25 .55 .45 .I9 .I65 .IO j __MLoment in. Ripe I209 3010 706 706 301. 75'5" 706 705 I!!! 331017101148 997 604' ,1. J. .. '0. .‘I .... ..I. 7" _I - ' Ueing l' e Bore Depth 0 in. . /0..4" /0:5' 9.5‘ 9.5” Iaf/JTJ" 9.5‘ 9-5'704’ xx: ”‘5‘ 45‘ 15' *5: t M Ae monsoon“. 443 ”,2: 5:07 5:57 005’ 1.8] 5:57 5:57 0.31 /2.37/0./2 0.93 0.00 3.07 Min. A. - - 7 (.Oozstll‘fflld) 3.99 3.0/ 3.0/ 2.00 30/ 10/ 3.99 36/ 3-" 5" '- Min. A. 3.71 08‘ 3.7.: 3-72.. IDOZSIISCII d I . Uee “I .q. in. 0.03 ”.2! 1:37 5:07 2.00 28/ 0:57 512/ 3.3/ /237 ma 0% 0.00 3.07j No. of bore 7 U" 7 7 3 4 7 7 /I 10 I3 7 8 5"- let Level Floor “0' £78010; ’5’. Moment Coett .2o].5o I.15 .l5 I'IOslfisl .l5 .l51.25|.55l.45[.l9 .ISS .le Moment in. kipe 390 I990 [297 277| 99 [1+8J297 z97|49flxoe9I99/|370 327 I98 ' I I I I L J I 2 g" . O C O - C . ‘0 O O 0 CI! 4"_.Il__ * . 3. Ueing-:0 Bore 9”". 4 in. a 442, 3,37 5:97 0:02. 002. 9.87 5:37 5.02. 0.02. 2.87 8.87 5387 .5302. 5‘1 “WEI—(T) 345' 0-H 2.92 305' .90 401 1.9:. 3.0: 4.5/ 203 5180 5.70 3.30 2.03 Min. A. - a (noun/44 )(4 2.52. 2.23 2.14 020 2.23 2/4 2.52. 223 2.4 2/4 Min A. I (.oozsllsellol 2°” “’7 1'” ”"5 Us. A. sq, in 345' (.44 1.7.7. 5.0! 016 [0.2. 2.71 5.0! 413/ 70’ 5180 3-70 3.36 2.7? tlo. ot bore x:- 7 7 3 4 7' 7 I0 I7 I4 9 0 5: ILI- [b-lIIIIIIIIII. lull turtl- 221“"2'2/100' 5.295. 22106" [600ng F'— STEEL DESIGN IFS) /V ' ' . ' Exterior Panel,Stea Exterior Panel. Steel 4 n "'°' PM" Parallel to dieo. edge_ Perpendicular to dieo. edge Column Mid Column Mid Column Mid M Strip Strip Strip Strip Strip Strip 0'. lnt ext Int Ex? Poe Neg Poe Neg *Poe :eg Poe Neg Poe "'1‘"! Pg. "'L Ne” Moment Coett. 20 .50 .l5 .l5 .05 .l25 .l5 .l5 .25 .55 .45 .to .Ieo .tofi loment in. ltipe fl Ueing I" 9 Bare Depth d in. I t M A' l20ll.esol(dl' Min. A. ' £0025“ lid) Min. A. " (002 SIISSII d I g Uee A. ea. in. No. at bare j let Level Floor "0. 1,300 ‘49 1°09. Moment Coett 101.50 |.l5 .t5T'.OoIi.t25I.t5 .l5 l.25[.55 [.45IJ9 .l65 .tg Moment in. Ripe 460l/lfol345‘ 345'I//5‘T287 l3f5' 39‘515'70’1/205'1/035'k56 577 .230 I I I r I L I I I - : f. . . O C O .I ‘ 0 d; . . ‘0 I. C lfltfl" ' Ueing-$9 Bare Depth d in. I {-41 9'7 5337 5751- 461 287 3787 .5702. (.02. 917 0.07 5:07 5:02. 5:0: .—-—-!-—— ' Ae (SOILBSBIHI‘VW 073 3:57 3.53— 000 005 3.59 35': 570/ 7%0 005' $19 3389 1-35 Min. A. ' _ (pagan/20)“ 2.09 I05“ /.77 I0:- 035' 077 2.09 Iii I77 07/ Min A. - 37 ' // Loozsllselldl ‘7' ' 9 ”7 “7 - Uee A. eq.in 40/ ('75 33? Eff/05‘ 008 3.37 15'3“ 070/ 7.9% 005' {27 3:59 Zif No. ot bare /0 /4 0’ 7 3 4 5' 7 41 /7 H‘ M I 4% 21““ X2: 1-05“ m 340/“). Lanyfé rand/n: 5W STEEL DESIGN (F5) p ‘ . l Exterior Ponel,Steel Exterior Ponel, Steel in "'°' P”. Porollel to dieo. edge Perpendicular to dieo. edge Column Mid Column Mid Column Mid M Strip Strip Strip Strip Strip Strip 0'. lnt Ext int E ti Poe Neg Poe Neg Poe Neg Poe Neg Poe "'Lflfl Po. Ng_ "1‘“ Moment Coett. .20 .50 .l5 .l5 .OS .l25 .l5 .l5 .25 .SS .45 .lS .l65 .IO . Moment in. kige ' fl 0 0- . O o 00 I 0 coil 0 e Ueing l" 9 Bare Depth d in. s A a M 8 ‘ (20l(.866lldi Min. A. ' £0025“ lid) Min. A. ' (002 SiiSSii d i L Uee A. eg. in. No. of bore fl let Level Floor “o'ZfiéO £126 in. Moment Coett .20 ISOJ .IS .I5 .05 |.l25l .l5 .l5 I.25‘| .55 [.45 I .I9 .I65 At: Moment in. xlpe «ml/230] /13I307l349 349 [f/i|/J:z|//a7|4‘7 40; 145 F . L L _ L - L I I , L w j- ..._1 ”AFFT LL”... ,0 ’ Ueing-:4 Sore 0.9". a in. e jag. mu. 442 ha 4:2. 5:41. (.61. /0.5L/o.;1£.52. 52452. 5'12 .__.M.__.. - . Ae (20)(.SSSN¢|) 4-19 468 £07 £47 3.2! 379 5134 734- 6.0] 4.07 4.” 2.51 Min. A. ' (poem/arm 2.25 MI 2-23 I90 2-19? 1-13 "9‘ "7‘ Min A. - 5. (.oozsllsel ( d) 2" £18 1.5-5- .2.“ fl 0,. AI "1.“, 4.19 4‘3 ”.2 H7 3'1,’ 3.79 573‘ 734 Lo/ 4.07 4.17 2.5 No. of bore /0 ’4 3 4 8 9 /3 l7 /4 ID ID éfl STEEL DESIGN IFS) 22595'x23100" 3391 2:100“ [cth6 0 F— ‘ Exterior Panel,Steel Exterior Panel, Steel ' Parallel to diec. edge Perpendicular to diec. edge Interior Panel Column Mid Column Mid Column Mid M . Strip Strip Strip Strip Strip Strip 1 0. lnt EXt lnt Ext Poe Nheg Poe Neg Poe Neg Poe Neg Poe Ne N Poe N Ne * LJ SL__L Moment Coett. .20 .50 .l5 .l5 .05 .l25 .l5 .l5 .25 .55 .45 .i9 .ISS .le Moment in.kipL I 0.. O... ‘0'. fi' Ueing I" Q Bare Depth d in. 8 .._L_ . ' (20ll.866il d i Min. A. ' (0025“ X (I) M in. A. ' i002 Sii96ii d i Uee A. ea. in. No. at hare A let Level Floor “0'2, 5.30 A1; lb. Moment Coett .2ol.5o |.|S .l5 ".Oar".‘i25j.ia .is .25I.55I.45I.io .i65|.l0: Moment in. hive .47.: J/190| my I323 I587 387 [ I [ | a O L ‘ C 7 l I D 0 Dr F L :4;— 3. 9”!_—j==v onq=1 "il L.._‘...... I'flL— - ”NM '3'... Bare DOD"! d in. 1' 4.4.2 ”.41 441. 0.61“: 5.42. a .——L—— ‘0 (20”.866lldl'li‘47 700 /./.z /.7é 3.37 3.97 Min. A. ' fl (poem/3:)” 2.13 1/1 2.23 /.70 Min A. I 255' f 8 (.oozallsalldl ' ’4 a Uee A. ea. in {.47 Zoo //2. 176 3.37 3.97 ‘1 No. at hare // 4 3 4 9' /o % 22106“ xzziaé " STEEL DESIGN IFS) Rflf Agni Acnfll) run/31.», 4/: P I . Exterior PaneI,Stee! Exterior Panel, Steel """m' PM" Parallel to diec.edge Perpendicul9_r__to diec. edge ‘ Column Mid Column Mid Column Mid Strip Strip Strip Strip Strip Strip “of Int ext Int Ext Poe Neg Poe Neg Poe Neg Poe Neg pg. NOLM p” "'L Ne 1? e "L Moment Coett. .20 .50 .I5 .IS .05 .I25 .IS .IS .25 .55 .45 .I9 .I68 .IO JLoment in. kit 0e... 0e... Jeeve..... . a“ Ueing i" 9 Bare Depth d in. I A a M e ' tactical”) Min. A. ' (.0025II IIdI Min. A.“ (DOZSIISGN III Uee A. ea. in. No. of bare let Level Floor no. 19*60 é}, I'd. Moment Coett .20 I.5o I.IS .l5 iii.OIllfierast .l5 l.25l.55l.45[.l9 .i65].lo Moment in. hipe flzJ/zaol as [597L967 3‘9 I£xrlx1aLxxo7|447 404:“ J I L L F I I L .~. " " " Tm 5" , ' Ueing -:-.9 Bare 0.9". 4 in. a 6‘). 107 451 $17 £97 £0. {-61 $37 ”7 5787 5751-57“- .___U____ * - “c (20”....)(dflf17 7.17 [07 Mo 3.49 3.79 .473; 779 (571.57 4V7 4/3 Min. A '- mogul/.35)” 1.13 /./.z A" 199 2.1.5 A93 £90 A” Min A' ' /.5' [5’ A: Loozsllsalld) ‘37 ’ ’ ’ Uee A. eq.in 4.17 2/7 /./1. [80 1‘! 3.79 575‘ 290 447 45'9|¢I7 .213 No. of bare /0 ’7 3 5‘ 9' 9 /3 49 ’5' // I Io ( 2010‘“x£/ 100" STEEL DESIGN IFS) m 2/2”" 4:33:12 4 . . Exterior Panel,Stee1 Exterior Panel, Steel """m' Panel Parallel to dieo. edge Perpendicular to diec. edge Column Mid Column Mid Column Mid . . Strip Strip Strip Strip Strip Strip 1 "ofé-R/O IV)"- Poe Neg Poe Neg Poe Neg Poe Neg 99 'M a“ p I“ E" ' Ne N 0' u Ne ‘ . LJ 'L_.L Moment 000". .20 .50 .IS .I5 .05 .I25 .l5 .l5 .25 .55 .45 .IS .IGS .IOfl Moment in. hip; ”42 .270“ 97/ 87/ ”’7 Coco j 000 ...e ooooeoo ......‘ ‘0 {—- ~ Ueing l' 9 Bare Depth d in. 8 mr ms- /o.5" 9.5' n I A"l20ll.866)(dl 6.57 mm 4.7? 5’30 Min. A. ' LOOZSN/Z’Ndl 313 3.23 2.92, i . ' u' " A' 3.71 (002 ”(SSH d) Uee A. ea. in. (.57 MW 4'77 53" A No. of bare 7 Mi 7 7 fl let Level Floor “0. /’¢04 ‘96 ’h. Moment Coett 101.50 l.lS 451505 I‘.t25l.l5 .l5 [.25|.55I.451.t9 .ISS AL Moment in. hipe 53/ I751I235' 235' 95' I133 [13’ 1951 l I l L ,I E _I I I L L I I I _: 8" ... no 0: . o . "°’°‘.' 4'1": 4 S ' Ueing-34 Bare Depth d in. a (.61. 262- (.41 5767. 4&1 761. 462 £42. % .___!____ 5:7 1, 1.95 .33 /.43 21-7193 " museum)?” / *9 ”III. A. ' (.OOZSII/JJIId 2.03 2.03 A73 102 2,05 £73 Min A. I g (.oozsllsolldl ‘7'” H L 0.. A. .q, in 3.3.2.. 537/ 1.47 1-93 [02. [45 1.49 1.93 _1 No. of bore 5’ /3 4 7 3 4 4 7 a 2919‘ ~ x21 ’. 00 q STEEL DESIGN IFS) 3.991 203“" Amy“ & . Exterior Panel,Sto Exterior Panel, Steol """w' PM" Parallel to diec.edg; Perpendicular to diec. edge Column Mid Column Mid Column Mid . ~ Stri St i Stri St l Stri St ' "0756’0‘V’4 p re p f p lnpt ext {3 Ext1 Poe Neg Poe Neg Poe Neg Poe Neg pg. "'1." Pg. "'1. Ne 10 A —'L Moment Coett. .20 .50 .l5 .l5 .05 .l25 .l5 .l5 .25 .55 .45 .lS .lSS .lo I Moment in. kipe /fl 1 of 941 3%; jI—«eo .. eee .O. eooe___.r_~:|.......' : /1, O “ 0 O O .0. O O l 4 ‘ ' Ueing I' Q Bare Depth d in. = /a.$" /¥.5‘ fis' as“ j A ..__'£__ . ' i20l(.866lldl 6J8 //./7 577/ 577/ Min. A. ' (.oozalI/zéllol 3-5/ 1-9? 2.97 Min. A. ' 5.46" (002 SIISSII d I L Uee A. ea. in. 6/! //./7 577/ 517/ i No. of bore 3 /5" 8 8 . let Level Floor “o' 433915404'. Moment Coett £01.50 |.lS .l5 ”.05 .IZSIJS .25|.55 .45|.l9 .l65 .LCL Moment in. hipe 5£3I710l27é .276 r l 460 [/O// 827I3f9 303 It I I ,, I I I I _ L 5 . o . el _ . . . .. .. go o o o ffil— ' L ' Ueing-:24 Bare Depth d in. a (ll £97 5797531- 441. 8.87 8.87 5787 $762. 572 .——l'———— . . 5:3 3.43 3.13 /-8 A. (20”....)(“152/ 5:70 1.7/ .295 420/ 5:9 3 9 Min. A. . V (.0025II 6%)” .209 [if /-77 2‘07 ['35- fl77 [.77. Min A. - /. /-3 (.oozottsottot ”7 37 7 p Uee A. eq. in 5-1/ 577° 1-7/ 1-93 4.0/ (.57 3738 3.43 3/3 AQZ N No. of bore 3 ’3 7 7 /o If /3 3 g 5:; Zaiaa" nevi-00" M £33 09" (:2:ij STEEL DESIGN IFS) 0? r— . Exterior PaneI,Steel Exterior Panel. Steel T "'“m” PM" Parollel to diec. edge Perpendicular to diec. edge ' Column Mid ‘ Column Mid Column Mid t I t i t ' i t i ' MafZZ/O £40,}. S r p S r p S rtp Str p S rmp' an Star E". Poe Neg Poe Neg Poe Neg Poe Neg Poe N'L" Pg. ".1- Ne I x J’ "—3- Momenl Coett. 20 .50 .l5 .l5 .05 .l25 .l5 .IS .25 .55 .45 .lS .l65 .lofi Ftflment in. kipe #142 5405' low loll $0.2 397a 3253 /370 ”70 71/ . l1. 0.. ... foo. .. 90 9...".. ' — :E ‘0 T I I] Ueing l'l Q Sore Depth d in. . 0.5" m:- /0.5' 9.: '/0.5' #20" Act/0.5" 9.5- 925'- . I‘ . .5“ A. (20)(.866)Id) 7.?! I341 595' £ 7 9.9, ”.75? 42.07 725‘! 7.1; 4.38 Min. A. - i (.oozsn/zsxd) 515 31.5 1.92, 3.1] 513 2.72. 1.7.2. Min. A.’ . ' fl . . . .z. (0025)I96)Id) 371 3 71 37 L on A. ea. in. 193 I041. 5:7: (.51 9.71 My? 02.07 75’! 2'23 432 No. at hare ll 1’] 8 1 [3 I? I6 I /o lo I»- let Level Floor "0' 2,5‘0 i), I». Moment Coett .20 I.5o |.lS .tsTOIIIthles .l5 I.gal.5o[.4sl.to .ICS .to: Moment in. llipe 471|//30|35'4 35‘1L/l8 [2951551 35'4l5‘70J/19YI/06/J443 387 134 ,l E I I L r L I I Z 8" ...... O. O. . ...T..‘ . ... OOOIOOOI ’14;— . - Ueing %.9 Bare Depth 4 in. ' All 9.4.1. (.zz 5741. “1. 2:2 442. 5.42 442. 7.02. 241 (.42. 5712. 5.3;: ._J'___ - ‘0 (somewhat 4.” 7.09 5.08 3.43 [03 /.77 3.03 313 07/5 230 4.38 4.24 3.79 2.43 Min. A. - a (noun/.23)“ 2.03 2.03 /-73 /.0z 2.03 173 2.03 2.03 [73 £73 Min A - Loozsltoolul 23’ ”5 23/ 13’ Uee A. ea. in 4-” 107 3.08 313 £03 /.77 3.08 3.43 53/5' 780 (.38 4.24 59? JE No. at bore /0 l7 7 9 3 4 7 7 /.z m /5’ /o /o L 20506 "x 23 v» ' STEEL DESIGN IFS) M 20106"Z¢:'aji‘6 1e . Exterior PaneI,SteeI Exterior Panel, Steel "'“m” PM" Parallel to diec. edge Perpendicular to diec. edge Column Mid Column Mid Column Mid . I I SI I SI ' St i St ' t ' “o', 6/40 bfi+s r p t p rip r P rl'npt Ext 3 {:le Ext Poe Neg Poe Neg Poe Neg Poe Neg Poe mini! Pg. "'L Ne Ir . Moment Coett. .20 .50 .l5 .l5 .05 .I25 .l5 .l5 .25 .55 .45 .I9 .I65 .IO Moment in. lti e 115 3070 91/ 71/ 507 7‘8 91/ 71/ ,1" .. O .T 000: ......... Ooebooe t” L Ueing I' 9 Bare Depth 6 in. = m: l4-5' 9.5" 9.5— /0.5' I4.5‘ 9.5- 25" I u I A. (20)(.866)(d) 475' £2.21 5.10 .4740 It? 3.01 .4740 6740 Min. A. ' ' (.0025)I/38)Id) 3.42. 3.18 3.28 All 3.18 3518 Min. A. ' 4 (002 mean a l 3‘" "7 Uee A. ea. in. 475' I121. 5‘34 5740 #67 3.04 5740 5740' No.otbare ? /6 8 I8 3 4 8 8 let Level Floor “9' 2,0,0 4") 0'9. Moment Coett .20 [.50 IJS .IS F.” Wash: .l5 .25 .sa[.45l.t9 .ISS .lO Moment in. xipe 40400515” Jo/I/o/Izs’llb'o/ 30/ 5’03 //07I904]382. 332. .20/ I I L I I L I I g 0.... jOF° =T".[ o 00 l“))"-’ O.‘ '° T iL—‘l‘eo 000‘. 4.3;. ~ ’ Ueing g-‘O Bare Dull! d in. = (.61 £81 5787 .57“. 611.417 5287 5:41 441 9.87 9.37 5:87 5:42 5'.“ ..__N__ A. (20l(.866l(dl 3.0-1 1.0-: 2.96 3.07! .83 L7! 2.7.; 3.07 4.33Izza 0733 3.7: 34/ .204 Min. A. ' (.0025H/58Hd 2.31 1.05- m; #4 105' £94 2.5! 2.05 1.71 NZ Min A. - (oozsllsollol ‘2", “7 1"! 2.15 L Uee A. ea. in 3.0"! I.” 1.“ 3.09 [/5 I7! 1% 3.97458 710 fig 3.7.! 3.4] 2.94 No.otbare 5 ’5'7 3 3 5" 7 8 lo I7 I4 9 5 5'- goio‘” x £3 106" STEEL DESIGN IFS) M 2:106"£:»3f6 J" r—f . S I t . P | Exterior Panel,Steei Exterior Panol, Steel " "w' “M Parallel to dieo. edge Perpendicular to diec. edge Column Mid Column Mid Column Mid , Stri Stri Stri Stri Stri Stri ”a???" "5"“ p P p P Inpt Ext in: Extj Poe Neg Poe Neg :oe :eg Poe Neg pa. ML"! Pg. "'9... ml Moment Coett. .20 .50 .I5 .IS .05 .I25 .l5 .IS .25 .55 .45 .I9 .I65 .I0 I _MLoment in. Ripe / 54/70 34/0 IlfldI/zfi 75's I L II. . . O 0‘ . . . O O O. . . O . ' O O. O I 7” Ueing l'I 9 Bare 1 Depth d in. = 70.: 4,5 4.5' /0.5' 25‘ 7.5: A P " - ' I‘m-3““) /0.4/ 14.40 ”.93 7.93 240 4.6! Min. A. F . (.0025)I/13)I d) 5.25 3.23 2.92. 2.9.2 am A'. an 39/ (0025)I96)Id) ’ ° L Uee A. ea. in. ”A! 14.60 ”.95 7.73 140 41/ No. ot bore /4 19 IL ll [0 5- let Level Floor “0' 2,430 £40k. Moment Coett .20 [.50 I.IS .l5 Ros IEJZSI .IS .IS .25] .55 I .4al.t9 .IGS .1 Moment in. kipe J I I I ‘10I/364-I ”/6I47/ 409 24;; I I I I I I I L 9. .. . . . - . . O . . C O 0 4i: 0 O O O .4 O. O O O .7 ' Ueing-24 Sore Depth d in. s (.51 Qtz 2‘1 (1.2 5115:! 1‘. l20ll.aes)ldl'I 574/ 9-” "7" 4'” 4"" "5 Min. A. ' !fi (poem/23nd 2.04 1.01 A73 /.73 Min A. - .3/ 1.3! (.oozottsotiot ‘7 % Uee A .9.“ 5:4] 8J9 (.70 4.” 4.1 2f No. at bare ’3 ’7 " ’0 ’0] ‘L I u I v 20- at; xZJ— 06 STEEL DESIGN IFS) m 203-06" [022% J" . Exterior Panel,SteoI Exterior Panel, Steol """m' PM“ Parallel to diec.odge Perpendicular to diec. edge Column Mid Column Mid Column Mid . Strip Strip Strip Strip Strip Strip “oféléo ‘00”! Int Ext Int Extfi Poe Neg Poe Neg Poe Neg Poe Neg pg. “L"! Pg. ".1- Ne I * MDIIIOIII ODD". .20 .50 .I5 .IS .05 .I25 .l5 .l5 .25 .55 .45 .I9 .I65 .IOL Moment in. trips I152: 3/30 ‘ 3/3 731. 959 939 ,1, .. ..T 00‘ 0.... o. -...'......... Oooboo: 7" 1 Ueing I" Q Bare Depth d in. :- /o.5' /5:5' /0.5' an: 25' £9" fl 1 M I . 5'. A“ (zo)(.asslld) ”7 ”‘7 £71. 2.9/ 57/ 7/ Min. A. ' _ (.oozallxmul 3'70 £95" 335' 335' Min. A. ' 3.7.2. /, g (002 5)I96)I d ) 8 L Uee A. ea. in. 4.89 #67 [if 25/ 517/ 527/ ' . No. of bore 9 /4 3 4 6’ 3 let Level Floor Mo'Z’afo £951». Moment Coett .20 [.50 I.IS .l5 '.05I'.t25I.t5 .ts 25|.55 45].» J» .i Moment in. hipe 4/oI/01fI /03 I2$6I307 307 I I a I I LL I I I L 8' .. Co) nee! o....' ‘T eooeooo 4" ' A Ueing-$9 Sore Depth 4 in. . (.42 9.97 La 3.57 5737 5142. a e——L——- , . . Z 3,/.I" ‘0 tzotmoottttt'I”7 4“ 7° "7 3" Min. A. ' IT (,oozan/fltld 2.33 A/7 2-07 I” Min A. - 7 (.oozaltoolldl ‘7"3 /.0 L .U.. A. .q. in 3.57 (‘8 //7 [‘7 3-01 3-/5. % No. of Dare 9 M 3 4 7 3 a EXFLAUATION OF "BAR DIMENSION" TABLLS These tables give the bar dimensions for all bars used in each panel. The first column refers to the panel number, Al, etc. The second column gives the length, ("L" for long, and ”S" for short). If the panel is square the length is designated by the direction. The third column refers to the strip in which the bar is located, ("0" for column strip, and ”M” for mid strip), and the ”Bar No." column gives the- bar type number. An "E” before the number indicates it is an exterior panel bar, while an ”I" indicates it is an interior panel bar. The bar length column gives the total length of unbent bar which must be used to obtain the dimensions required. The dimensions of the bar, "a to g", are shown on the Bar Type Sheets, (Plate No. 3), and the data by which these dimensions were obtained is shown on the Bar Dimension Sheets, (Plate II0e 4). The data for dimensioning the bars was taken from the 1928 (A.C.I.) Joint Standard Building Code, sections 1007, 1008, and 1009. -27- T Bar I d Bar! Inferior Typo Bar: f 0 i044 a lbi 9 T T BarJ Q4 \ / ’4 i 0 II __*t_ 80/4, ad h __:L_ Exterior Type play. N03 3078 BAR fYPE SHEETIFS) Scale-None Ralph J. Stephenson $hee/_l_of_2_$heels —4F_ h f 3d 0 h; a J‘h ‘ g '. Bar 5 . d e ’7‘— h “AL—"6‘4 a J ' r V] Bar 6‘ “ur— h A f h 41—? c D a b_L 6 394g T Bar 7 d i __M__ h f c b a #1404, 0 6‘0” I T _ Bore fl / " . .- e 1 h __i_ Plate Na. 3 5”""0’ 7"“ BAR rm: 51/557 Bore- . (F3) Scale-None Ralph J. ' Stephenean Sheer infieheere \ - E s. . \ s. E ‘~ \' °. E a U ". E 3 - ° E s u ° ‘5 a -~ 8 2: ~ :2 a ~ 8 a ~~ [gs/£21,.» 21.1.34- .311-c1 .3(l-cl 21;.3c .21+.3o .051 r Bar I / , \ J . , . , ' I Ed 9 ‘ ofgdropVLX~ ‘ ' .051 21¢.3c 4.21;.3cpo1j [£51 2113.: .214.» .051] r v] If 7] Bar: 28 I Column Strip ' ' L251 .21 .31 .31 21;.251 I ‘ 1 Bar l .2 1 .2 1 ' ‘ I | . l .3251 ,' .3251 ‘ f ‘ I ' Bar 24 Luau .251. L ..2a1 .251: l; r Bare 28 ‘~ \° E k " “ ‘ E ‘~ ° - o ° - Mid Strip ° - o. Q\ < .5 3 \- .S ‘4 E 3 u <‘é K at” ‘L \ K i 9 mi‘ E on Q 1 _ Plate No.4 BAR DIMENSION SHEET (F5) INTER/0R PANEL BARS 1 . length of panel Scale-Nona Ralph .l. ' Stepheneon \ Sheet_lofj_ sheet: ’—— f—— _1_ .:/+.3e .Jll-o) .Jll-o) .ZIrJe .2/4Jo .05ll fl / 1 Bar: 385 Gdiant. ¥ / Edge ' of Drop N wt—Zin. l——-20rlt'ant. Bored ' ' l l l .2/t.30 .05/ \ j Bars 436 lam. l t u Column Strip ' l I E o . | | I Q' s k U 'K . \ \ . to. . g ° 2 g .,. o t § o o : § s; .5 a \- -E . o .4 .5 § 1 0. O. u 1 Plate No.4- BAR DIMENSION SHEET IFS) EXTERIOR PANEL EARS Ralph J. Steph en eon Scale - None Sheet 5 of1 eheete I. .21 .31 .31 .21 .251 _| \ 1 Bars .3 8 5 6' diam. '2’ I . l _‘+ 't—z’” .3251 J | Bar 2A I . ' l '\ r..— Bare 4 86‘ Splat». I l l lit/d Strip l | l I E fit 6 Q I a U ‘~ e \ ‘~ E \ § °. t 2 ° '2 3 u ° ‘2. Q ‘~ 5 u x' E S s; .5 § m o. m o a Plate No. 4- Soale - None BAR DIMENSION SHEET (F5) EXTERIOR PANEL BARS Ralph J. Stepheneon. Sheetg of _4_ eheete 33 k. \ \ 3E N Q \' §§ \l ° .\ § u o \ §§ at £3 3‘; S :2 2i 5 :3 .2/436 A.3I/-c) ".SII-cI ' zlefic a solo 6‘ aiam B a r 7 l . 1L j .EHJC A .3/l-ol .3Il-oI Lia/moi} fl ' LL— 6d1'ant. Bar 8 diam. ¥ . ' Column Strip I —- .2! .3/ .3/ .2/ — 6diant. diam. Bar 7 .2/ ' .3/ k .3/ .2/ ‘ 6diant. ' t a“ '3 '2' \- R e; .5 m ‘ -1 ”’d 5"” Plate No. 4 BAR DIMENSION SHEET IFS) EXTERIOR PANEL BARS Scale-None Ralph J. Stephenson Sheet 1 of ieheete (F8) lJM "xZ/iw d Affixwf' Panel No. Le a. b. c. d. ,4/ L ' 1.5 ' .91.?" 5//"° 01!” :4” ‘97 47:7,?! elf” y' /317 ‘ #57 .. ,, 01,. A314" 12?&?5 4757 fl!” 9:0,. 1-? /14ht‘ #1 " /z-'7-‘ ”17"” ”1‘“ .r JZUP 7* I av 47-1’ /45 /33 aeflaaouiu17;40" (F8) Beef me' Lmt Strip an“; 33'". o. b. c. a. e. t. A; L {g e a A! 1— .? .fipaLc .45 z Jab a ,4/ 2. J' c 1/ 3/1//‘ 73;?" 457 ”573" 017 afi"3/53'}' 124 ”‘4 " l3 14: I25 /3 1.5}1/313f __ ' [3/14" 017 airfaria A7 A 5 4! 4 .r c II 3/3/35" 1;: 057 ”35;" 017 airi'”J/-'Z}" .124 13’- ‘ ”fr" 125 A334" #5:? M II 2:33 Raf otr iii" air” airfarto' r24 ”35" ”11;" It! /aia" Mia" 3’9' ,9 _£}nfl¢'au' AQQIE. 5 fame. 1: AP 41o £- Jemie a: 4-, 1- J' Jam 44’ AI] (F8) Bar No. [I a 1/42: ' IZA I2! I/ r ’- o 45 I'M .Z'r py’z ee 1'24 It! .I/ was" I24 It! .52 54.7010 4: II ' 3-4 Jl-J; I 24 1'28 I 2113’ 12A [28 5.! Iowa 4.: so 017 do" 30-22%. 52A IZJ . 0:7,. I ’e0 0 4; £730" £24 ll GQJ' I 00. 3" { 0'7 I OI 0‘7’ 12A /31¥' 4334 " .226 /3‘!} " 152::- 2315!“ 4957;" I 0-7 0-7; 12A #51}- ' 1/ ‘1” I26 /o’-o" M 7-0" (F8) lg: 49 "x 23506" goof P00.) Bar Bar No. L. 8"" No. Len °' ”- 6/ L C [/ Jyfij" :3! 0;,» 2’4 /a’:/a" Ari/o" za xi-Z #52 M ’ ' " /¥5/ ' of!" :4 /5' A230" tel-a .1). F]- F n n LII In III INIIIIaN _ L‘IKI’ ~ ~ ix (u -N N IJUKi ll LN [.lsh(l\ J (F8) @ 1W"xt4:00 .. g. h. ' A’s! " lf/aj 3/a1 I r a e Jena /0-/ e ”:7” flli n 7—Iool afi' oil/J r-’ 053’" flfx/ ‘ 34-?" C J} c 4 .5} a c 55 3417’ a: " a!” " I57“ ”if" /-’x £234 2/1/a" £6 oi #703, 2.6 45:2 .. / [é’zm ”x 24 1w" goof Ponel No. Le Strip .4 /~1 L J‘ 1. .Y A J‘ 2. .5‘ Bar No. ARS' 45254 £6 5 / :4 26 z/ 2.4 2.8 (F8) b. c. d. e. t. g. #5 21/" (5/ " oil" pix/J 305a'/a—'/ air “£256" 3‘ 75 " 2‘7" 43/0 o1?" .9571 2&5/42’ //-' ' lsfiwo" 55/ 2-22 air 957' .35 5:4. 2‘51 - /1/o’ ?io" ?"o" a3?" flif’ 2255 75éé' /5/aé Zo Zoo “ire/foo " (F8) 4690’ Ponel 7 7 Bar Bar "m Lone strip "a. “a,“ o. f o. o. a. e. t g, n. 5/ I C I! 36:5" [Iftv fili' /Z://1'! a1," Q/é'JJII/i‘ 2/! /£;¢" air" 26 /4 9/" ' 45/?!“ M .27 3353;“ r2573“ 5-7” 7543'” all" pix/5‘32?“ 1.224 r1572'“I/3-’7;." .225 ”16‘ ”1" J‘ C 3 "2f "2;!" ”:7" 5:3,!" .917” afrf‘za-VjV/Jfis" /-’/a;;' £24 /7-'/o" /7-'/o“ £4 7'24 5:73” A510}? .228 ”52—; 'I 232;; ‘ M [3 27:5” 2:0" £27” Jzé'" J17” diff-2";4Z" 75/,” /:/0éu £24 /a-’/" ”11' :4: 55);?” 35a" fit”;- I in 22 z c: ”7,; 1‘1 £56" 5' J}. E! 1. J}. «5' Ice)»: (F8) toioa "x (.7300 " goof Pull.) Bar 30' No. L. 8"" No. Len °‘ ”- F’ ‘- 6 z" .3713 95/ pl," 124 ,,.:,¢ 1-?" I J: at! ”4/ fie" ’5 ' o17' /7:/o a 37 3-2 Aria" 517' /4 1" J-«o’ 750 " (F8) 451009 :2 Zoe " foo; 20199" x ate-'6 " (F8) foa/ Pa?) L“! 3WD a"? L33," 0. b. o. d. e. l. g. It. / at .z/ 3933" Mr; air” ”145' at; 5.1/4" -,,:,(£~ IZA /I—'/o' /I-7/o" Iza 13-12;! ”52;" "7 I" 1‘3!" ”51;" oh” x231!" aid" pix/,2" 155:” £24 1/31.: '5' /5-'3;’( I25 /Z-'o" Izio" £3 27:2; 1:431!“ 017' J5!!!" fl57' pfvf‘ggfilj' //.’¢lz" #904!” 4‘24 ”1/9“ /7-’/o" ‘4 ¢:!" 5:73“ VZ/oé' it! 52," 47121;“ "7 £3 17-37%. /!-'0' 057" J55” 4917' 057;" 241;” 7-’//' /-’/g;'_‘ A24 14:!” /;.’/” 54 3’57; .310” ,3/02” [25 ¢-'a ‘ 719 ' 23-50 "art/50 " emf (F8) Ponet No. II Leno t Strip 3‘" 6' Ir Bor Len tit (51/9 1'24 ”54! " /o 11" " 0'7 air 36 13'" ”’54! " 25 /43f}' 1439"" Zr air" I“ 1411/} a I. 13-1- 0-7 I37 I o .13 2! ' 3 I‘d/J" 1'” A93: " /o '-J " 1/ Join“ 1-7: ’ ~ I 'I I fl 6-! 3.554% I’M /‘34 " 41f” .125 /4 1/43" ' ’1 M-//; 1/ 331335" I 2-7" oil“ I 7. 7-4; 912' e 6 32-7 IZA r33 7;! " 13—5: . I25 ”13' ”-13" I! I. II on “In II 3“)" I5" ' 493-3" 1! :’€ 124 I v /‘-4 l u /6 '4 01/4 " 2" if?! re 34'} ’31 :9 ”573' re lij“ /!:7i. I 0-! ’4’). O 05! o .5“ 0-1/1 321‘“ ’317" //-'6 ' ”It " (F8) _ZJ’-oo°«£3:ao ’ 5.3/ Pfig‘.‘ Lone Strip g“; L33", o. o. c. d. e. t. e. n. all i 6' 1" 369/“ 191‘” .957 121712ng ofrj" 355:," 124 /I-' 4 " rlie‘ 1'2: #11} " xr 1!; M II 11-” 011;" o’-7" 75/4!” 4’17“ nig‘flia" 124 ”3/4,! xvi/{1‘ 1'2: ”1‘" ”fa" 3' 5 £1 3713' 754,-: 051‘ 1231; ‘ par" nix/£32113" 22.4 /I 34" ”’4' 1.25 #1 M II 34-; oil" 7-5 j' 212' 03/45" 33-2" 12/! Ali/r}; 1'25 //-6 #8 A .53”: a: J, J c If 39' ' a1!" 552g, ‘ :91" pix/i“ 2751472553." x110; " :24 20-70 5" "OI #905" 35+ M £5 1/ (,1,- 39,14" ”z," a5rrz'2133‘ freéfi/z/pé' £24 /¢-'/f" E‘ 61/" .155, /-/4’ .225 ”-2" xx!“ 2:1» "x2316 " 1690/- (F8) Ponel Lengt Strip No. A? Bar No. £3 Bur Len -tlt we! mar, ‘ o 0 fl-l 5&7 I. I :u flVI‘ "JI-I‘ 016;} ’U rim; £454 2/14“ :zfr‘ £4 I g ' in My: 7-5,- /-'/oé “ I” I! 5/5} /4 5/4,!" [J 3211:1434 " off i 45;“ of”; “ 275p " /5roé ' £24 lf-éj fl. 356;” I .5 " /-/0‘ 9-7 ' C (25739 .224 of!" e :0! 7'7; I25 (F8) 20-7-00": 223‘ ‘ float“ Pfi'LY' Lonet 3"" Bauer. LE3": °° ”° °' 4‘ " L - °' h' 4/ z. or £3 5174‘" 47" a51/é'27v'41‘IZ-37f [3/4“ 22.4 :4 I-‘Mé' 128 M £3 Jiro’ at,” pix/1'" 27-?" 93/" rixaj" 2-2.4 ' £4 I314" 25 j J‘ c: :3 55.3,!“ a1?” oifieixiig-‘Q’meé' £244 £¢ i/iloi'" -125 M £3 Jar” al7" fig?” 231;“ 75/1' /-'/02" 4554 :4 £903." 25 fl (F3) 2&1” " x241oo‘ foo/5‘ Ponel Bo No. L. Strip Nor. / A 6' [5" £24 £6 [5' 224 £6 £3 5’ " " =3 417 of? e 5/ //-'¢ -’ / m £4 - . /-’/o- ' [‘3 - 0 a o r r a. I J’! 0-7 40-7 -6 74/" ~70" £4 a /-’/o " I/ ”if .911" p5 3-2!" 017" air “tote“ (F8) 201‘ " art/3&0 " 3001‘ Panel No. 49/ 2. I ee «75.! " 0'4" yi/I 12-5 Cr- Hath erb— I’l ~ 4... i \ (Eli‘) (F8) to; 5 ”X 23:00 .. 3690.24. Panel Bot * Bar 8 i 7 "0. L.” 3"), "0. L00") 0. b. 0. do .. '. .0 h. o I N e .. r , . e o. a I ~ 0 Jo. .e/ 2. C II 37-: 7-”; £1 /Z-)".{ 0—1 aw; J’e Ii [:4 ”54" ”54" 125 $2; 25/ 454/; 1356' (I .S' c II 0-7 #5!!! 0:7“ 4.7}“39'16f‘ e [an Migr 2-3; £7" gig! .3210“ £8 ' ~ £2 4 c :5 53/055“ .94 pix/,1 " 27-74" 2—1; xlxaé " £24 [6 (I 1/1/0211; e I- I log N 3" 13/11 " a 5f ' arr/4““ £13.!” 7-Z§_ /- 102- £224 ’ee J24 Mag Jpn! J 5 mc a I. — u ~ ~ ~. ~ ~ L i h 5 ~11 h i( -h I L.il(lh(L r ...|.I... aunt, a £3996"Jr1&336~ (F8) goof To?) W" 3"" Bauer. 32'... °' ”° °° d' " ' °' h' .r/ 2. c :3 3413‘ /o-'24 ‘ air" 3'1” " 21/ ' 2-74!" 311/: ' /3-' f: " /-’/o ’ ' :24 :r-‘r" 2/14" :4 my: 7152'“ W902 125 /¢1//} ' /¢ 5/4" M £3 25);” xeixj'ipfil‘ 45é" of!" nix/é" zr—‘e‘ ”3}" fire: £24 :4 #703,: 26' i J‘ c .27 /Z-’7j' 217” 0:55" .15-'4 " 1534 Z8! H .z/ r534" air” 415;" 3210' .N ‘d‘L‘nK i N i TILIIK Minnikilxi \ FN .. \ \ .{\ (F8) £122” A 2/ 12" /‘”‘Z¢r¢/ F7991- . u..- (I i; h: It . L! h I O X 'I [glared F/oar (F8) me' Lone Strip as“; Leg", o. b. o. a. e. t. .- l. 5; e a; All. .5 Jim: 0.: 4215' [46 I. Jelme 04’ A re. 3' c 1'1 .rxir" 71:!“ a-‘Jj'II-"z" £352” 9"" 3’42? L34 /2-’ a " /2-'e " 1:25 /31Jf1/335" M [r 221‘" I057Z“ 2133" 2132‘“ ’13:” .915" 2:13" I434 125 £04 47 1. Igor: J‘ fine: A’ L J are .3“ C / 1/5214". R! M II 2110" I24 5 4' A J- c J‘ J-QL" 4/0 1. jolt»: J‘ Jim: of. PI- — .wn_h_ _ ~\I.~ PM~ Ki /a-'oo ”x235oo' /£-rL¢r¢/ Floor“ Ponel No. L. 3/ Strip 4 6' Bar No. Jr? 1534 A! II 15a? Jr/ 5 17' 124 (F8) Bor Len 37‘. . r7-‘o “ #3.! " 357 /4¢/ //1 a ‘ Jb‘ /Z-' a " r2 ’ ' 2733' //—'l iflev' ’4’ 3/11““ /2-’a " r; 35 2356 " //-'.P " M13 " 04’ .30 132" /5-' .3' " It! 2713 " /5-' " " 45 2" 4.! I 37- Q /J-'w"x:3-'s " /£’ Zcrcl Floor Panel No. L. 6:! Str": 1 6 (F8) Bar No. Jr? Bar Lon a. b. 393 " 1‘ 1554 ‘Aflco" Jazzr,araz I .iiff [24 x5: "‘ /5- .IZHB Aria" l ‘75 " :5" O O. ‘95 Aye? ' I ‘Afio" ‘Afaf I I“ 71! ' afizé‘ Az¢c" A3§Z -' 7 a1: ' " 1-1? ”-7 ‘ xvia“ /37 /4—'/ ’“ 014‘" M54 ' “'4' " l -’ 0r d -J; a-‘Jz' " (F3) /’-'la .. 824:0. ~ /£-rZ¢r¢/ IC/oor Panel Bar Bar No. L. 3"" No. Lon 6 £3 335/ 01 £24 2/1.!" xi: 5 1 .. .3 [5'42 2 53 1233‘ /1 5” £4 5'3 " Z! /£-'a "' , .30 35" 24 1216 " :3 [212; II 13" 24 x!!!“ 750 " 4.: o 1‘ 4' /.5'-'.5' " I! 32 " 271: ' Q 3/574“ I." 9 /14 5" n'nt— 1-...v- — .muu‘n 2. lfioo "x 24:00 .. #32”; / .67.» Panel Bar No. L. Strip No. p! 4 M 5: £24 £6 25 / 124 MI/ [26' ”C me. m: ”C C ‘6 CI 155' 452 ‘5 £4 5' J4 a J. c L J t. .5 6 55' (F8) Bar Lon 3233‘ 75 I /?-'// 5J7" 357'” 10" /Z:0. 15‘" 7-3 "41.: " //-'7 " aiaé" 415' I22 /Z-'6" IZ:£" /3iz " /.3-'2 ' 13" /01 air” 153’" 5: a-Zs'" / fl “ //-'i xiv" /fl:0" 4.: p31. aJ ‘05.! a: 0.52 47.! PA! 4: 2.47. 4.: p/J a: 0/1.. 2 ' ' 733 ' 053 " 5’5 4515 " A535" ill" 61/ " Mi: ’ 241/ I O /5-' ' ’U' 44‘ ¢50’ a; ’0 413‘" 015'“ 243/1 //-'/ 4: c 0/5 (£6 a; 2.? £56 ' l 0o , ' o 1 w -7 /—4 /-54 .I. A. _ Adi ‘ - Fur— (F8) ”I” ' x24 1,, " /IL’ 1:,6/ 15/09;- Ponol Bar i Bar i No. L." Ship "0. L00"! 0. b. on J‘ M :5- 2552" ”-755 5‘32 " £24 ”3;" 5545" [a 411' I"; ' 1'25 Mia" A930" ,“ ‘I Zoiaa"x!/-' 09" lirlhnw/‘quw- Bar No. II Panel No. L. 497 Strip 4 6 Bar Lon .36 3: /5'-' c " /4-'// 33 '- 5“ /3-’ 7 / 1 154‘ d ‘ #52 (F8) 0. b. :.. 13 014'" I .0 /5-6 237 014‘ " 3573 ”17" 156 ” x755" o 1-. 6. g 433‘ Q A249" /6 1! " J’Qp" 9 O - c. d. u I C - /J-' a- I -g? u .53 p13“ 05.: '” .35!“ 913‘" /2-’// air!" ' a €37“ a: "" ' u '6 s {L ~1 (F5) 20100” x 23:”. /£? 43", Fl”, Penal Lo snip all“; LE? 1 ‘I L C I/ 37‘ 1254 / 36 " 125 if 3357' zclr’ ”‘6 3” I. a .1. :1 u.- 5. ,IWHH ~|L I‘h (F8) Aflao ' x223 6 " / i’lerc/ F/ool‘ Panel Bar Bar No. L' 3"" No. Lon 6/ z. c :3 3/57’ £214 73// E4 12" “ I435" £3 303 Arid" £4 5‘5 1" a A?" / $3 /Z-'(. " Ari: ' .13" //-’I :0 ~ I. '0 OJ” 305 " (nu — .2 — .al. N- Ilhi |r||.~ '1. 20100“ x 23- 6 “ (F3) /!’f4¢w/ Ic/Oor- me' Lona! Strip an“; Lfg'". a. b. c. a. o. f. g. u. / 1. 6 £1 37‘ i" M 5.242%: ’fiifi 37%" La /’:0 ~ 30" £5 Aft}?! le'l' f7 g: 3:175 .15/"414;" ol4é“a1¢,é"a:6” .25-’4 ~" :4 1473-3; ”-13.5" 25 e-‘o" /z-'a" J 6 A" 2’54; 1:63;“ 013.5"55-925 0:42 a1!” ZelléU/~c£.V—¥§" 52/4 ”‘5" ”3.4" 54 1:7" 6:22," #42:" 25 012131525" M 53 Zéziflgfio" 0132'" 3512:" 013419?" gl—e' 312;?" I43: 4-24 /(.1i" mi!" 54 4I/lg13'b' 5’45" g! 75-0" 75a" “H— 4.1. fl - nfllr k - plWo— h I: = h‘ galda'xZI-ioo" /£r4‘,‘/ ;/,°,.-,Pam’o from /-"-'-" 46’6/ 7‘0 2”] Aem/ (F8) me' Leno Strip 3,:‘0'. 32'”, a. b. o. d. o. f. u, I 1- ‘ £7 -/-'3='" aid” 61;" 013i" ais" :31}: Aqua 24 2.314” 2.314” .54 «714” 754i" #541!» M 67 2752;? l3:?£ a—Zs'z' 413;“ £1135 2'1"" (33/ /.',¢,2'~ :24 .354" £334" 45" ’14)?“ 5 C 1" Jill/f 2&4 1236’ Ail/I} /41/A/f H II 335;" 2375i" 014:5" Wif" €141: ale” .3237" 2/4 {/7 354131”:le :4 //‘3"]//=3" F! L Jar-we a: lI/L J‘ " " 1251/2“ 414$" ale“ 3511;!" $7.5” 054,5” via“ 325s)” -.ni - HI.- ‘ fqv— - .1 l.- (F8) Z3100 "xzaix" flue/d167,”- 3.”, from xt’zenx :5 :M’ Acre/ Panel Bar Bar No. L' 3"" No. Lon d/ 1. 6 £7 271: £24 .314" £4 7:4” £7 7' " 14" E: 535‘" 373 / Jr." 3! 23-20 ”x:: 1 6 " /£’ Zeal Floor- (F8) Penal Bar * Bar ”0. L.” 8".p "0. L." .h C. b. 0. d. .. t. h. o 0 o 5... , on o o. I Q 0 ~ 0 q , n K’ 4 c 5’ 27%? 011' o-éL_;6'/‘ 4-4 a-‘ erg /-4;{_ 4-24 2316" 2:16" £4 ’35!” 7:,5j- " /:4 §.. 5‘ “’2'“ 7'5?” ii: [‘4 5’ Z7’o7é. /4-'/,"' a:(;" 43¢” ”14-" ’1‘“ £3141“ ’14!" :24 2316“ 23-2" ‘ [4 53“” 314;" #415. o o " /:4L:- .5- 6 fig” 415” 3532’“ M ' 4.15;" gly" 3315:" Ila (FS) 203-00 " x2216 ~ /£r‘¢”/ F/oor 24'. oo”x£4500 .. /£}‘“’¢/ F700!- Panel "0. L. Ship / 4- C: (F8) Bar 30' No. L00 53 3.7: 5&4 !/ :5 ‘- 54 1" 7' z: 532 3 ‘3 9 2216 ' art/too" /£’zm/ fl”,- F/oar‘ Panel - No. L. Strip A// L c M (FS) 6’ an, /eaa’»'vf 7‘0 WI! Zera/ Bar Bar b. No. Lon a. c. d. o. f. [I j 5 1 pi ’ pl: "/31 '5 p13“ 01.!" 3411/ £24 lfl/l" /7-'// z; /4' ' Mil-’3 II 3410" 316” aid" 73/0" 013 " 01.5" 3317 0’51 ”5/ 23 ”13" ”1.3" I/ 6" ~ 7: " fl' :4 ”15" M15" /41 ’ /41/ I I /—e" dJ' 41" I O /6'—6' 1/ .. 37’ ' 014'” 717‘ a34‘ J56" 3214’ #17 ' 337'” I " #16" /-6 4: M/L 4.! m c. a . 3/5” lo: 91.: 01:“ /43//‘ 951/” 7-2 “ - 2.5” 013 ' 51/1 7-? a! (F3) 22-: 5 " £21100' /£’£:r¢/ F/oor- J 6'”, Ate/X», 7‘0 /£’Z¢re/ Panel Bar 7 Bar 3 N0. Lona! 8"" No. Lon th °° b- °~ 4- 0- .9;»: (6 0") M3 4. Jinn.) 4.! ”/4 of 60"! {thM ‘008 J- o: #3.!" 0/ 15/00 4' cm 22'- ‘ " x (3100 " (F3) /£"£cuc/ F/oor 4“ Evan/9 éaaév 7‘0 /£erVc/ F/oar' Panel No. ILenolj Slrip Bar 0/ L C ’w I 0-6 x754" I414." i”: 1; ' I lfr/li" //:é " f /o-L ,1" /1'29{ " 12: I419? ”I; " ‘75» " 3.317 " ' M515. //1.a " 0/ MC fill- of F/oor JyJ’ ma 69 re (MM 525' Io 3}" I I» 0 '3; i311; ” a55" I Q 27-2,. A? 324‘ " £24 I7 -'/I " £6 , 3~ 7'25 I26 [5' M1 155' {4: =51" e I Q ,3 :6 a a a: 4 2:" I a‘!' 213/;- I at 7-10 £24 ”-24": I ’ ' /’-’; £6 5441" .3, “ .12! I // -.3 fl // 53 " \Ull .h ILV III. I (F3) zz:"'xzz-'4" /dZe/¢/ £70» 3' 30’"; 4:004?) 3‘0 /-‘-'-f [8549/ 15/00;- Panel 8 Le ar Bar No. 3"" Na. Len / 1. 6 II 37-2 ' £24 5//" I26 15' [I ' 52/4 £5 E3 5/ ' 0344‘” 5'1” " 054‘” E ' ' /7-'// £4 .. . . .. [4:55- £3 " /.?-'6' " ”I! I In! 3-4 Q //11" 2016"x2/590" /£’Lcr¢/ F/OOP (F3) Bar Panel 3 Bar No. Lone! Strip No. “M" a. b. c. d. e. l. e. (I. 0/ z 6' II 3‘53" 732’” a-Teg’” ”14‘ affi?“ 416' 55'3”,“ :24 516" 4536" 225 /41//!' /4 5/4,! ' 0 " O ' o " I?" l '0 o n I £~ H z 33-)": xz-g 4-4.5 7-15 4—4: 0-6 2-7 24 ”17,23" ”17;“ (a ”if" //-'7' J ' F" 0 I'- e I” I I“ ' l ' .. ' I ’ . . ~ .5' c 53' 27-2; 4%,: 0-? 5-4? 0-3; 0-; £47le ”9;! /-¢{ (:24 /7-'// " /7-'// " ’ ’u 0 ?. o {v 5‘ "i. "’i I-‘L o . o J 125 A"! - Barf ° 3’ o 3'- 0 o, , a , u , u I a (7-2; 12-3; 0-3;! 0-: 25-0 1-2; /-4f_'_ #13" g: 1. '03!" afic" 3536' 05%;? ’16" 321‘,"1F (F3) 2&1 5 "x23:oo" /£’Zerc/ Floor- BJ'J. e f g h. I II " .41" fl-‘Ié' 1'24 125 Min” /4-'I}" M II 33‘7i /.J-'fl"'q ”14:. ’:6 0:4: - 0:6 .. 33°.‘i'a 5 c :5 ZI-zf" €919 I133!" 5'56)!” I332" 935" “WV/75145; (:24 /7-’//" /7-'//" 56 iii" ‘73-" ”4;. [26 0555' ”35} e d v , I. I I» _" , . o ee I , :- M .5: 27.2- 12-3; p-35 3-?5 0—3; 0-; 25-0 8-3? /-4j ' 5'» I 7-: I v ’5‘ +5” 3‘5 rat-’- JZB /fl‘J~ /0'-3 I 0v I I. xzixoj‘ 414;.” 04 36-13 I v I o. I 1" £2 1.. c [I 37:; m-J 0-4,. 125 #11, ' Mari“ I .f'. o v , .. I g , I.. r . I :4» M .I/ 33-9; ”a; a-fiz’ 7-6 0-4,? we 33-41 I... .l r- - l- a— a» 4.1. ‘ _..n. fit . £01 6 "x23 1‘ " li’écre/ 14700" (F3) Panel 7 Bar Bar . Ila. Lem Sltlp Illa. Lenlll b. c. d. e. l. a. ll. 5., L ‘ £3 3’34! ,0145'5143'" ‘I/é‘“ 014;“ p5‘~ Jitié" [31’ ‘/1 5; £24 241”" 2051/ " :4 7-3;“ 7-3;!" /-'4 ' 12: [5' 21’; x5123“ M £3 3/174" /4-/,¢"_' 014;; 414;. 0344‘“ 0-" 27:9". #93449 ”4311 I J'- I :1 ' £24 ”-4; /7-j £4 /:4‘I . 1‘25 fl I ’. c u ' 1- ' J C I/ 0'35 0-: 35“" I24 25 ,ef I ‘ 0532'" (pf-J" 3210' EXPLANATION OF COLUEINS IN BAP. PLACEMENT SCHEDULE Column 1 - Column 2 - Column 5 - Column 4 - Panel No. Designates the panel (as Al) Length Designates the length (long dimension- L, short dimension- S) in the direction in which steel is being placed. Bar No. Designates bar type as shown on "Bar Type Sheet" Letter preceding number indicates whether bar belongs to interior (I), or exterior (E) type. Letter following number indicates position of bar in the strip as shown on "Bar Dimension Sheet". Strip Size Designates whether a whole (W), or half (H) column strip is receiving the reinforcement designated. If the panel is bounded by a differ- ent dimensioned panel (width) on a side parallel to the direction in which the steel runs, only a half column strip (H) is designed for. See sketch below. L. , f i A __l I“ n ii -\l l ‘ Q «(196/ | h .2; i :5 A/O/f/ea/IIMI.’ 660.9, ID/Oce 0/ : \§ ‘ \ : ’4‘ ‘ fir}; II: o’er/yiec/ far”: in "t: | \S : U 76/- ‘xn Pong/x ’1'") :\ \ | V J‘Aoyn . , \ . \ drive/Ian L\ §J MI 3/1, A *1 - 28 - Column 5 - Strip_Locatig§ The location of the strip is given in this column by writing its location as for example "side adjacent to panel Ql." If the two half column strips in a panel are reinforced in the same manner, a dash (-) is placed in this column. It is not necessary to locate whole column strips since their location can be found by reference to the framing plan. Column 6 -_flo. of Bars Gives the number of bars of that particular type that are used. A cross in this column indicates that the bars of this type, and at this position, have already been placed on another sheet shown by the numbers in the cross. Column 7 - Spacing Gives spacing of type of bar indicated 2231; If other types of bars run parallel to these particular bars, they are spaced separately. For example: L JorA (12‘ c .. l _ 6 C r:- r idra C. 2 r flew-’4 Jfacl'fif ’20 [If 5 J'foc/n7’ Z" Column 8 - When spacing is given for bars in a half column strip this spacing is obtained by add- ing the width of the half column strip adjacent and dividing the total number of bars of the particular type used into the total width. This is shown in the sketch below. \' \ 6‘“? (i ~V 7;,‘/flo. gar/4J- ”ego/c.¢/v' §§\§ figoat 6r2-‘I \‘o \“n §§$Q3 701‘4/ AV/dt‘fi: 4.0;401. kw apart/”702,: ,2 _, ., Bar End or Center On .I Z This column gives the location of either the center of the bar (not centerline; see sketch below) if an interior type bar, or the end of the bar if an exterior type bar. x . ~€eafcr “fin-ea” 75: "a” In order to locate the bar positions, the panel must first be placed in some particular position. The panel is placed so that, of the two adjacent panels along the length being considered, the one with the smaller length of the two adjacent panels is on the right, and the larger length and any discontinuous edge is on the left. If the two adjacent lengths are equal, the panels adjacent along the width are used, and the panel with the larger width or any discontinuous edge is placed on top. - 30 - Column Column Column Column Column When the panel has been positioned, the left edge is lettered "L", the centerline "C", and the right edge "R". These are the lines re- ferred to in the next paragraph. Interior type bars are placed so that they are perpendicular to and centered on the line given in Column 6. Exterior type hooked bars are placed so that the hook starts at the line indicated. Exterior type straight bars are placed so that their ends fall two inches beyond the line indicated. I ' If I‘ve toga-(car 6 o/orfifl .r c Wm: . _L . ”NC/ I, ff,}) w] f5 c a gar/accfif afic/ . .4/;Z,.~u@94.¢ux ”I ych/er “III/A,» or 09.}6. ‘0’}: lb/ora/ a» rap. 0 J- o 14/] act”, ’00 . 146% f / III/lo»: +— ——+ / ’6‘” P": P’ "I 6'” /HM’7 A.y;n, J'Aor/cr /0n’ 6” /¢"fi’/4_l . _ , / ’5 or d/lrc. 6496 57%,) try 10 ll 12 15 14 15 1 Same as Column 5. Same as Column 6. Same as Column 7. Same as Column 8. Gives dimensions of panels perpendicular to direction bars run. Used to calculate spacings. -31... BAR PLACEMENT SCHEDULE W ”s, % ' 2- 3. 4. 5. 6. 7. a. 9. IO. M. l2. I3. I4. l5. . _ . . _ I I Lfllfll~ Column Slrlp 0 Mid Slrlp M Panel pa?“ P024“ (Strip Strip Na.al Spac- Bar e. No.0! Spac- Bare. . . Bar No.8ize Lac. bare in or 0.0 Bar No. bare in or «3.0 Width w'dfl' ”mm {a W J" I” ~ 5 [I 3 ‘ , .. c 2/6 la? .54 \QA W J I, 6 [24 3 lr c \125 *" I ‘ A [25 ‘ ’l- 2. \126 W 6 ’ ‘- E [2; I ’ l- ,e .3; I/ H ‘2 2 ll _/. c [x 3 L .. c 2.52 124 a: r 1” 2% [2,4 ,4 L / C’ 12.4 3 J c: x 124 1/ {\l 2 25;“ z. [:5 - — 4 ‘ [229 H {W 2 24;?" .e 122 ~ - .2 Ir H E 2 .2“ 6 [2,4 ,9 ‘7 x / "’ c [2.6 x/ W 2 .23" z. “([524 x/ V 2 33" 2 L24 w 4’ L321" C II .5 L,- C 2/6 M’ «6‘41 * 12—4 M .5 I 6 I24 3 J" 6 {fig w w ’ . 4 I25 ’ .. 1. 134 W Z 27 Z [25 " " 16 J' [I W 4 l 1 c [z 3 f c: 252 /24 63 12... n/ 2 ' 6 12,4 3 ' c szas w 3" 43 z. 122 - - z. 1229 w 3 43 .6 128 ‘ - .6 . I’ IV ‘13 Z L]!!! C 22.4 x/ t‘. L I 0 I26 M g 2 ' 33" 2. 1'25 x/ ‘t 2 23 2e A .27 h/ .5' 1125- c [I J l . 6 2/6 /0/ 5'4 1'24 W 3 JW‘ c [24 3 If 6 .225 W I ’l- 2. .225 3 I‘ 4 I26 W a I 4 ’2 I25 6 ’ ,e I 2’ IV E 2 'm- c II 3 [9/ 6 I"\4 A/ L\ I J," c 122 3 .1 c J [i6 H ég 2" 12;” L 12.9 ~ — 4 J 1% II V 2 3453'" .2 I25 ’ ~ 2 BAR PLACEMENT SCHEDULE I u I 0 (F3, /I-oo x2/—5o _ goof I. 2. 3. 4. 5. 6. 7. 8. 9. IO. ll. l2. I3. I4. I5. . _ . . _ I I/ R“ Column SIrIp 0 Mid StrIp M Ponol l2 4 Lo . Ponol Ponol ISIrIp Stnp No.of Spoc- Bar 0. No.of Spoo- Snow“It W'dth Width "0- Bar No.5izo Loo. born in or 0.0 Bar No. hon ing or o.o h ' A3 I II II ‘3 Z #4 6 2:2 /4?6 43 I 12/! ,4 §\ / II o 125 II '9 2’ 3:" 2 [25 II V 2 33' 5 I444 1/ IV ‘S: / L27. 6 II 3 '.~ 6 1/6 Iai i4 ‘ ‘\ ‘I [24 II i: / C 1'24 3 I 6 I25 I‘/ $3.8;‘J‘ 2 2'25 5 l- I I25 I/ V% 2 27 5 I25 ~ - .e ”‘0’: col. .rfr-l, :fiord I 0.075 Ag Jam: 0: A344: 6‘ I/ w J Luv—"6 1:, 3 L”- c 2.42 /26 63 .624 w .3 I4 I. 52.4 3 I. 125 w .r 2.4;?“ A 125 I ~ 4 125 w 2 63" IE 126 - - .e [I h’ ‘2 Z In“! 6 V "I 524 II I'..- 2 I 4 2w . 25 II “Q 3 If}; 2 [25 h’ V I 33' ,8 I’ IV E 2 A? c: \n "’ £24 I/ Lam 2 fl 4 125 5 §% 3 //—" I. [25 H V I 3.5" 2 A: A 1/ H x“ I I...» 6 II 3 If}. 6 2/4 Io! 5'4 ‘7 [24 f/ I.» l 5 124 3 6 I25 H \0' I " 4 1'25 (- l. 125 I/ ‘t\? 62 5 I25 -— - ,6 Mb ole col. .rr’lp .rh M ’6 d y. rib 4" ’4 10" 44' 4"“;- J‘ II ,4/ 5 Z IIAI'C I, 3 .~ c. 252 /26 4.: w ’7 ‘I 524 II by z I I I. 524 3 L 125 f/ "\‘h J Iii” I. [25 I - L _ [25 If V I 33 16 2‘25 - — .e I/ l/ 1 Z. I 1 .I " c ._ 52.4 I/ “.‘I Z I 3 L 1‘25 II \¥ 3 2/; I. 3'. .225 h’ \ I i ,e w s 5,65,! nag/acorn! Ponei ,4! J3: AJ'Jc BAR PLACEMENT SCHEDULE //—'ao"x2I-'oa " (F5, .6»! I. 2. 3. 4. 5. 6. 7. a. 9. I0. II. l2. I3. I4. I5. Ponoluml¥ Column Strip - C Mid Strip- M Ponol 'I2 '/4 jStrip Strip No.ot Spoo- Bar 0. No.ot Spoo- Boro. Ponol PM" "0- Bar No.5izo Loc. born ing or o.o Bar No. born in or o.o Width w'd'" Width 44 I II II 1 z Luz. c I, 3 L,,~ c 2/4 M 5-4 124 ,c/ 3‘ 2 J”, a 124 3 I" c I26 II ’V‘ ‘:" 4 1‘25 ‘ ’- L I25 H V a" 2 I25 2‘ ,e Aldo/c col. .rrrrA :46 cf with AI Izr Joabc car 4/46 .5' L—Z’ // 1; Z Li!“ C II 3 "21* c 252‘ /24 63 124 II 8.- I c IZA 3 6 I25 IV $6 9" I. £25 5" L I25 I‘l \ A I" k [25 - - ,e II fl ‘3 .2 17,4.“ c 124 l/ in I J I 4 I28 If " ‘ 4 ’ ‘ L 125 I/ V ' ‘ 2 AI 4 II II EL 2 Lug-I c I/ 3 fig c 2/4 MI 54 [2A // EL 2 I", 6 [2,4 3 6 I25 II {VI I ‘- 4 I25 I" L 125 II 2 3/; .e 125 - - 2. 4/4.] an. :1,- p .réqro/ aV/‘fb 4L1} Jaave If A2 6 5 II I/ ‘, 2 {my c: II 3’ I ~ c 2.52 24 I3 124 I/ II, / I," 6 I24 5 ff a ‘ 12.5 I/ - ‘2‘ L I25 0 «r I. M 125 h’ \ 4": I6 I25 - - 2 II w 4 {£4 c 12/! III 2 ' c 125 w a ‘ I 4 _ 126 W .4 “J I6 I 4 II II l; 2 I, .4 c [I 3 1,}. c 2/6 /0)‘ I4 IZA II *‘n z ., c 12.4 3 ’ c [25 I/ \ 6 '- L 125 c a I. _ 125 l/ V ‘I ,e 125 a“ 2 Mév/I: cat 4" r7" shore wire I I? Jo m: of Al 6 _ BAR PLACEMENT SCHEDULE I ‘ ‘V ‘ F 3) //-oo "arZI—ao [a of 3. 4. 5. 6. 7. 8. 9. IO. II. l2. I3. l4. I5. Stri - 0 Mid Stri -M 'I 'I Column p p Ponol 2 4 I rip Strip No.ot 8 Bar 0 No.ot Spoo- Boro. Pong PM" in Loc. born ing or o.o BorN born in or o.o m" Width Width 2 I I 3 ~ 6 2:2 /2( 4.3 .12 3 c 125 —- 4. I25 - .6 f 2/4" ml .54" I: litix \§\\ 5/ c I? u. k .I Nhonhl‘nnhhfifl 25H ”65/ cal .rr/ ‘ o c I I [24 125 I 25 II [24 .225 I26 I I A 25 [25 4'52 /26 63 ’AJ": 2/6 Ia! 5’4 ii §§§\{{{{ hhnfihhhfihhmfi II ZA 25 1'25 II 25 25 hbfikhl‘nn BAR PLACEMENT SCHEDULE IFS) If ’0 " xZJ-’ao " [00/ 4. 5. 6. 7. 8. 9. IO. II. I2. I3. l4. l5. Column Strip - C Mid Strip - u "2 I,4 Penal rip Strip Hoof s POI'IOI Ponol in Loc. bIm ing or M"! WW"! Width W 6 No.0! Spoc- Ban. ban ing or c. 9“ O. D G q 2 2/6 Io! J4 NNN 22:» W W 13.? Q 274 1:: 67 \N ‘ W I} timtkl hnfimmhfinmbfin “K Z/C I0! f4 \hhnnmknhhhnn l 2‘ A?! 67 l/ ,4 H fi/ H H /-/ ll 24 l/ f/ 1/ l/ l/ h’ hl‘hfl BAR PLACEMENT SCHEDULE , .. . .. (PSI (Ivan xZJ-oo [00/ I , 2. 4. 5. 6. 7. B. i 9. ID. II. l2. I3. I4. I5. ° - _ I, I/ "MIL. Column Slnp C I Mid Strip M Ponol Pang“ pm?“ lrlp Slrlp No.ol Spoo-Iaor o. No.of Spoo- Dormwid h “.4“ Width "0- Bar No.5izo Loo. born in or o.o Bar No hon ing or o.o ' ' .34 L l/ ‘8 J In!" 6‘ II 4 ' ,3” a 2/4 x01 .57 x/ l: \ z c 12.4 4 I a ll \Jk 3 mi" 1. 125 I 1. H ‘t 3 x44“ .6 125 I ,e “Ilia/c col Jrrl’o .rha 39' ”~70 or: '3 Ill-6 J‘ h’ Lo 2 'I, ~ 6 .Z'/ 3 L - c 276 IJI 47 \ \ I . H “h 2 l ’ a 12/1 5’ J c I H 'x F 1. I25 - - 1. H V V a ’ -' z [2: - - A BAR PLACEMENT SCHEDULE , .. 1 ~ (PSI //-54 223-6 [05’ I. 2. 3. 4. 5. 6. 7. B. 9. IO. II. I2. I3. I4. I5. "Mu-"'1: Column Slnp - C Mud Slnp - M Ponol Fizz PL?“ Blrlp Slrlp No.0! Spoo- Bar 0. No.of Spoo- Born. . "0- Bor No.8izo Loo. hon ing or o.o Bar No. hon ing or o.o Width w'd'h Width 6/ 4 I/ w 6 [my c 1/ 4 [”4“ C 2/4 /a/ 5'4 :24 w 4 J77“ c [2/3 4 I"; 2 1'25 W ’4‘ L [26 ’fl‘ 4. 12.6 W 5' Z/vi. Z [25 / — ,e 1/ fi’ 1: 5’ Lg" G [24 H E; 2 FW“ 6 I25 // \{EL 3 /I" 4 125 H Q 3 H" 2 J‘ I/ fl E} 2 11,3». C [x 3 lfiL-IJ a 212 /4/ 75.: T124 H I“ 2 F" C 124 3 "z 6 “Jo L125 H $.33 3 2.2" 4 1-25 - - 4 125 H X 3 23;" ’3 [25' — - 2 [I H 5 2 L1,!"c 12.4 H g: 2 “‘7 c [25 H \Q 3 232M 4. [28 f/ V 3 .233" ,6 JD H i 2 [#44 a 12/) H §\ 2 l G 125 H "\‘t 3 24%" 4 .225 H \ J 24;" [C 52 4 2'3 H 1:. 4 I ~ 4 £3 5 _2"4 2/4 /al 5'4 524 H $9 2 4 £24 .5 I‘ 4 £4 // Q“ 4 A32!“ 4. £4 / A. 225 H \v 3 H’" ,z 225 / ,e [3 fl ‘9 4 2’9" 4 2'24 H ‘3, 2 [I 4 .54 H “Cl: 4 #2” 4 225 H ‘t .3 /Z4" 2 J 1/ 4/ ‘9: Z L. -~ 6 I/ 3 l... c 2/2 /4‘/ 70.5 e. v ‘3! uz 124 H u u / c 124 3 I c 25 f/ §.g -— - 4 [:8 .r ’5 .4. 15 H Vt\? - — K 225 —- — z I BAR PLACEMENT SCHEDULE r q I a. (F8, //-50 x23-‘ 80" I. 2. 3. 4. 5. B. 7. B. 9. IO. II. I2. I3. l4. I5. _ . _ I I/ Imm'l Column Strip 0 Mid Strip M Ponol I2 4 Lo «. , Ponol Ponol IStrip Strip No.ot‘ Spoo- Bar 0. No.ot Spoo- Cormwd h Width Width "0- Bor No.8izo Loo. born ing or o.o Bar No. born ing or o.o I (:2 4' .2'/ H ‘: Z I, .N c v r 22.4 H L. 2 J ’ c ‘ I 125 H - J : 4 124? H \ 6 ’4‘ 2 4341/ H\ alrcjx 4194- 2/4/5154 124 H 3? z 6 224 4 I z c v \ 5 6 I25 l/ "- - p l- l. [25 ‘- 4 1:25 H V 3 .e 1'25 I .6 #60]; cal. fir I), :60 e of 4.1172, 5/ J I." 0: 671.6 J' .I/ H \L 2 1,71%? 6 [4 2 Lg‘c 222 M/ 75.! 12.4 H {V 2 I 6 12A 3 4: 1'25 H 37‘ 4 225 — - 4 25 H \Q 4- ” Ie 1'25 - - a6 .1" [I \ 2 It?!“ 6 [24 H ‘3, 2 c :25 H '\ I ’ 4 1:25 H V c ' I .e J“ u!‘ . rd .. _ Bor N [3 EZA £4 26 [3 44'! I I :4 Column Strip irip Strip No.ot Spoc- Bar o 10 V? m\§§§x{z W h/ W W 4/ H H h’ ‘53. {{VVV {V I. BAR PLACEMENT SCHEDULE IFSI 5. 6. 7. C IO. II. I2. I3. I4. l5. . . | | Mid Strip - M la /4 PM" Ponol Ponol Idth Width Width No.ot Spoo- Born. 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W'dlh W'dlh Wm" "0- Bar NaSize Lac. bare in or o.o Bar No. bare ing or o.o ' ' ' .94 4 II // ¥ 3 7,7,?“ c- .I/ 4 L7. .4 a en. mi .54 124 H J: \ z c 12.4 4 J 0 I25 // ;;\__ J ["7" 1. r2: / 4 [28 fl V 3 /4" 16 zza I ,e ”‘0 ’6 (OK J‘frlfi JV" 1 at??? 3.1 an 41' 3.14 J I! ll E3 2 ~ 6 I; 5 Egg 6 274 at (.7 12.4 H “ ‘ x c 124 3 c 12.8 ’6’ 0~ 1‘ ’ 1— gza - - l- .22: l/ V ‘ "’ Z 1’28 - - ’6 BAR PLACEMENT SCHEDULE ' ., I . (F3) /Jvo 123-6 /='-’Z:m/;/~r l. . 3. 4. 5. 6. 7. a. 9. l0. ll. l2. l3. I4. l5. . _ . . _ I l/ Panel i Column Slnp 0 Mid Slnp M Panel /2 4 Le Panel Panel ISlrlp Strip No.0! Spac- Bar e. No.0! Spac- Barmmd W’dln Width "0- Bar Na.Size Lac. bare ing or 0.0 Bar No. bare inc or 6.0 ll: ' c/ z. [I w 6 L . c z: 4 l,_v" c 2/6 m; .54 , 13,, [244 W 3 J 6 .22»! ¢ J c: 125 W 9;:- z. 1213 0:!- 1. La h/ 5 2/; .6 1‘25 / ,e 1/ fl 1: 3 " zl c 124 H 33.. 2 . c . 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T. 8. 9. l0. ll. l2. l3. *l4. l5. _ _ . _ l I/ Panel Column Slnp O Mud Sltlp M Penal l2 4 Lo - , — Penal Ponol lrlp Slnp No.0! Spoc- Bar 0. No.0f Spoc- Bormmd h Width Width "0- Bar No.8lu Loo. ban ing or o.o Bar llo. bars in or o.o ' 4 6‘2 .5" .Z'/ )9 51-" Z 7 1. c II 3 II I. c I: /4/ 70.5 V 5‘ 1 Z 232' .224 h’ l l C 12.4 3 c r . I I I25 ll $3 3 ’ ‘- Izg " ~' 4 I25 A! \‘Q — - .e 125 - - .e [I I" ‘i 2 L1 5' 6 f ‘ ¢ 121 l/ g - / I c 25 H ¥V ’ -' z. I I2! 5’ 6 ’8 '63 4 II A] § 3 Lug: 6 II 4 1’?” c 2/6 [0’ .54 .124 IV {1‘ Z I 6' IZA 4 c 12: // $§ 1’"- 1- I125 P“ . .Z’ZAHV 3z¥”.e 125/ .. .e Alba/c col rm). :‘a'ccr ”If r 6/ 1:1" .roamr 4: 671.6 J' [I ,y 1 z I y c f/ 3 Mp c: 2;: /4/ 7a.: \ 1-12 224 H 34.5 / " c 124 3 J c 125 l/ ‘9‘? ’4' 1. 12.6 - - 4 12: H \ 6 ’4' 41 2'28 ‘ -' z I! 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INN-7“ i‘tdil . .IIIII’I b [1”! {I ‘ ll‘ “ 1 I II“ 1.1 . .. (l3..l Ill; IvI... .l l.. .4... . l\.. fl. I. .I E1 a l .4 . 0‘ a ‘J. ..A ...‘(O‘t '0 \A I l" .l '. .l.. .v.\:. ...oI .- 1 \l ‘ ... . ..t' -(L‘l. IR! . ... 1 "LI“; .r. _l OI‘..I I IILvlll I..nl.L0..l.J‘IIM A. I? "4. V‘II‘ l.— u .hI! . ..~ V'E.i.rr I01. ‘I . . , . ...u'..Iu.‘1.l(L .I’I ‘II .Ilu.‘1..\...lllr; (I. 0!" a...I. I . . ~ . . I.. u. h a I . O . m lut‘l ‘ as i BAR PLACEMENT SCHEDULE . .. . ~ (FS) (Ivan 124-00 /‘£’£2r¢/ 4%» I. , 2. 3. 4. 5. 6. 7. B. 9. l0. ll. l2. l3. l4. l5. . _ . . _ I I Ponol Column SlrIp C MId SlrIp M Ponol /2 /4 Lo , Ponol Ponol [Strip SlrIp No.0! Spoc- Bar 0. No.of Spoo- Dormwi W'dln WldllI “0- Bor No.8izo Loc. born in or o.o Bor No. born ing or o.o ‘m' ' 22 .r I/ H ‘1.“ 2 [,4 c I/ .3 L .. c 2” H4: 72 \ ‘ 5" .124 H " u / J c .124 .3 6 I22 H g»; - - z. 122 - - 2. W \ [2; H V\ - ' ’2 1‘25 - - I \ I. II :4 1‘; Z lag; 6 I!” A] g \ Z c 222 H g“ ' ’ 1. [22 H V - - ,e 3 x a? .. z. 3 3- 2/6 10! 5‘ £7 1. 2 H “2‘ 4 5. £ 5' I"? z. 4 £24 H :45 2 4 £24 5 1- 24 H fig“ 4‘ /3g" 4 £4 / - 2. 122 H VS‘ 2 27 2 122 — — 2 5 £5 4 E g. 2 1/! ~ 2 2: 4t 1],; ~ 4 22/ /44 72 £24 H “\I. Z 1. £24 4 5 4 £4 H Q1“ 4 H" 2 [g / - 2. 122 H V?“ 3 24" £ 122 - ' 3 £10 1. £3 H E u 4 L 2 £3 5' z z. 2/6 ml 5’4 V K r ’7‘ £24 H a} 2 J 2. £24 .5' I 1. £4 H 5:43} 4 Hz“ 2. £4K / z. 122 H V\§ z 27" ,e [25 ,e Mic/c col :fri’ J’bor rd ”I 04 Ar Jo w: 4.: 0‘1- 5 .r £3 H x I. 2 - . 1. £3 4 ,,~ 2 2.92 x44 72 s\ I} ‘10 224 H kl 2 2. £24 4 l I. 24 4 {... 4 H" z. 22 / — z— 222 H V\? 3 24' ,e 1243 ~ - 2 £3 4 E g -2“ 2. £24 // § \ Z l I L £4 H "\h 4 I!” L ’4 222 H V 3 21:; ,e BAR PLACEMENT SCHEDULE . .. . ., FS /J-aa 124-00 ( ) /-'-'-’£ crc/ Floor I. 2. 3. 4. 5. 6. 7. 8. 9. IO. II. I2. l3. I4. l5. - ._ I I, Penal Column Strip C Hid Ship M Penal l2 4 Lo . Penal Penal trip Strip No.0! Span-13¢! 0. No.0! Spoc- Barty,“ Width Width "0- Bar No.8iu Loc. ban in or o.o Bar No. ban in or o.o "‘ I 02/ 2. 2.3 H x o 4 l .. 2 2-3 .5’ l, s« 2 2/2 22/ 54 W. + [I 4: £24 H b 2 2 £24 .5- 2. £4 H $3 4 mi" 2 24 l - 2. 1‘2! If V‘S 2- 27" 2 125 .. - 2 2.3 H § 4 LE?" 4 224 H §_ 2 , 2. . \ In 24- H gt: 4 x4; 2 123 f/ V Z z/é" ,e .r 2.; H 2‘ 2 2 is: 4 L ~ 2 2/2 /44 72 224 2/ $3» 2 2 £24 ,2 I 2 24 H ms“ 4 H" 2 I24 I 2 125 H \ 5,, -' z 126’ J E 2. I I ”...-2 -_ o 2122.12- ..-.x.__.. . .... TQM £21130... “2:. «vii. 32-1 _ Lib)“t2m2v2mngmamm3v22 22 “-‘II.I-' . I-IO..|I. .' I I III? . I‘O to . ' 2 \ ' 0 ~ \ ~‘W5'fig— d;- - IO- '- b 2 ... 2 . . 2 '1‘-“.“.'fl\'ha.. .' ...-‘0: .0 . .. 2 l" . .4 P .. g. III: }|. BAR PLACEMENT SCHEDULE . ., , ,, lFsl £220le-20 /£’Z¢r¢/ 15700!“ 2. 3. 4. 5. 6. 7. 8. 9. IO. ll. I2. I3. l4. l5. Column Strip - C Mid Strip - M '/2 '14 . . Ponol Ponol Ponol rip Strip Moot S Bar 0 No.ot Spoc- Bore. id W'dth W'dth Bor N Sizo Loo. boro ing or o.o Bor ti bars in or o.o "' ' ' II '\ u 2 IZA ‘ / 25 ’ I28 / 24 Z23 / 3 . /Z a 0 I224 3 [25 ’ I26 I E! 252 /Z‘ 63 £4 .3 £4 § § §§ I§§l§§§§§§§ \ummu‘uwksm I I 240 /Za 60 I \ NN'l II. 52 /26 63 K § 2 a S I\ .- hnnhhnnbhfinnAbnnhhh"?fi"""hl‘00hl\fin {ififilkiklliifivt Mumowwmww. R o. .2... ....V;. .v t f . “ ’00 v: . . o a . ‘ ‘ I I I ‘..OI UYLOLC14 o o C I . .rwvr . r .I f o . o. I. 2 TI. P- 2 L «o Q‘x.‘ 11“} I‘ll ‘I O ' a... 32.2} . . . . . U .. . . _ _ . . . . _, . 2 a.“ . . .. ... . H . .. . .... . . .,. -_ .. .\ . . .. . m. . . . . . .l l . . . - . , . . l— .1- f..- .22.. ._ . I I '_A -’ ‘2 ‘-" . BAR PLACEMENT SCHEDULE o a! I ' (F3) 20—20 xei-oo /£'Lere/F/oar I. 3. 4. 5. 6. 7. B. 9. IO. N. I2. I3. I4. I5. . _ . . _ I I Ponol Column Strip C Mid Strip M Panel /2 /4 Lo , Panel Panel [Strip Strip No.ot Spoc- Bar 0. No.ot Spoo- Bore. 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[I H t 1,1,!) c 22 ’ f/ :4: Z 6 25 H ‘ It: 3 I7' 2 125 H \ 3 H“ .e ._s- 25 H ‘3‘ 5 _l» 2 5.3 5' J z" 2 272 /JI 57 o % I '94 "5? £24 H u s 2 2 £24 5' J 4- 24 H \' WI 4 ”j“ 2 24 .. - 2 .225 H V 3 22“ .e 125 -— - .e BAR PLACEMENT SCHEDULE I . 0 0 (PS, “'00 XII-6 I912: 52/ £72"- I. 7 2. 3. 4. 5. 6. 7. B. 9. IO. ll. l2. I3. l4. I5. . _ . . _ | I, Ponol Column Strip C Mid Strip M Ponol ’2 4 Lo Ponol Ponol trip Strip No.ot Spoc- Bar 0. No.ot Spoo- 3°"°W°d W'dtn Width "0- Bar No.5izo Loo. born in or o.o Bar No. born ing or o.o "h ' 29/ 2. £3 24/ 6 4 Mg- 2. £3 4 r92” 2 2/4 Io! 5’4- £2.4 H 4 4 2 £25 4 I 2 £4 w 7 23-? 2 £5: / - 2. 125 W J 205“ 2 125 / ' 2 J‘ I/ H B 2 Z ‘ 2" c 1/ J {”2- c 270 I): 27.:- \' \6“ 12% J55! I24 H g V / l c 12.4 3 c I25 19 X9. -* - L 1'2; -— - 2. 1:25 H w}; ’ * 2 1:25 - - 2 1/ H x Z 7 2‘ c 12/1 H E I c S 1! .. 125 H 5}? 2 432‘ 2 I25 H V 2 4-2" 2 £2 2 £3 H 5 IL 3’ 3'14- 53 4 12- 2 2/6 I51 54 ‘t I) £21 H .5.}. 2 2. £24 4 I Z 2 £4 H g}. 4 27 2. £4 / z. 125 H 5% ‘ 3 3" 2 225 I 2 Whole .rl’rap Ilia/d ll w/r 6'] I2! :24»: a: 5/46 2 II H x 2 37,627" 6 .z/ 4 My c 270 I35 27.: t {R 1 I "1 £24 H 3. 3L 2 2. £24 4 2. I25 H {2' 3 223" 2. 125 I 2 i W T. 125 H \‘0 Z 33,. 2 125 2 .27 fl 2: Z I], 2' 6 £2.41 H E Z , 2. .2125 H 93% 3’ 2/; 2 [25 H V ’32? 2 63 2. £3 H E 3 my 2 £3 4 In; 2 2/5 MI 54- ' IV J 224 H il\ 2 ’ 2 22.4 4 2 54 H \‘\\l 4 l7}: 2 24 I - 2 :25 H V 2 225‘ 2 225 / ' 2 WHO/c 4rd. 4"")! Illa/2 IV nor/flu / If: Jean: it 4/46 f. Except I’d/ace»! faxed 52 (:2: €2JCJ BAR PLACEMENT SCHEDULE . . , .. (F5) fl-oo (22" / ‘5' [cra/ F700!- 3. 4. 5. 6. 7. 8. 9. IO. ll. l2. l3. l4. l5. Column Ship - 0 Mid Slrip- M l,2 l,4 Penal , Panol Panel lrlp Slnp No.0! 8906- Bar 0. No.of Spoc- 80"°W'dln W'dlh W'dlh Bar No.5lzo Loc. bars in or o.o Bar No. bars in or o.o ' ' ' 6.! [I H ‘5 Z .1. c II J I y c: 27- 23.4- 27.: V Z 124 H ll / c 1‘24 .3 I c I I 126 IV {3 ‘ 4' 2. 1'25 2 .r 2. '5“: .128 H \‘n —- -— 2 [22 - - ,e H ‘3; 2 l 2- 2 n l " 24 If a; l l C . I 2'25 H \Y‘ ‘ ’ 4 I25 H ‘1‘ 5’ .e *——‘ BAR PLACEMENT SCHEDULE . ., o .. (F5) 20-00 XZJ“ /£’Z¢r¢/F/oor I. 3. 4. 5. 6. 7. B. 9. IO. II. I2. I3. I4. I5. . _ . . _ l l Ponol Column Ship 0 Mad Slnp M Panel [2 l4 Lo , Ponol Panel ISIrip Slnp No.ol Spoo- Bar 0. No.of Spoo- Born. i W'dlh W'dlh "0 Bor No.8lzo Loo. born in or o.o Bar No. born ing or o.ow‘m' ' ' I . ‘l , #1 4 I! H Ki 2 ‘ c I! 4 ‘ := _g 5'40. /20 60 1‘24 H 3 u / 2' 22A 4 l c [2: H {'9 H ‘ 2 2‘2: - - 2 222 H {‘6 / - 2 [22 z “w 2 I/ H h 3 lug" C r ’7’ 24 H r, z I c Q 2 125 IV '\\) 1. I28 H 2 22,?! ,e 3 3 I, v 3 .9" , _.. 2 I / ..r .5‘ 2? H } 1,4.F 2 2' L" 22 /4 70 £24 H §\ 2 I 2 22A :5' ,I 2 £4 H 5:.“ 4 ”j" 2. £4 -— -— 2. 222 H V 3- 20,: 2 125 - -— 2 £3 ‘: 3 , .2” fl 5 ray—«2* 224 H 3% 2 2 24 H O??? 4 Hi" 2 [2‘25 H V 3 224' 2 *— BAR PLACEMENT SCHEDULE l w I v (F3, 23-22 22/—aa Zea; 7‘0 211’ 4210/ l. 2. 3. 4. 5. 6. 7. a. 9. l0. ll. l2. l3. l4. l5. . . . I | - d - / I PonolL. Column Ship 0 MI Slnp M Ponol Panzgl pm?“ jSlrip Strip No.ol Spoc- Bar 0. No.of Spoo- Barmmd W'dln Width "0- Bar No.5izo Loc. born ing or o.o Bar No. born in or o.o I" ' z/ 2. £7 H § 2 4 » 22‘2 £7 7 I .. 212 2.52 /22 23 § ' + 222 H 422 / 1—“ £24 7 I £4“ £2 ,4/ :3 g __3 2/ 2 £2 3 42 ' 2 £4 H V 3 2/’ 2 [2 3 42" 2 £7 ,2; \L 4 f , 2212 u ’QI—T £24 H a? 2 2’2 . \ I £2 7/ g) 4 I02 2. £2 H V 6 Mi" 2 J I/ H u 4 M... c 2/ 4 1, .I-J c 272 u: 27 li‘X 113 I”? £22 H x u 2 2 £24 4 2 225 lv’ :93: 3 23“ 2 125 / 2 ' ' I 2:22 H V3 — —— 2 222 I 2 1’2 2. 27 H *3 .. 4 1.22242 .57 7 1 . 212 22-2 /22 23 t ‘1 IV, ? £24 H “ \ z 4“ £24 7 222 2:2 ,4 §\\ 2 m; 2. £2 3 42" 2.. £2 H ‘t J 4 707’" R £2 3 42" 2 £7 1" i ‘ 4‘1" 4" we £24 2/ 4 222 £2 H /2 1a; 2 £2 w’ /2 Mi 2 .5‘ I/ H \ u 2 1 '1" 2 I/ 4 1,7." C 276 23)“ 27 22.4 H 9 / c 124 4 " 2 .222 H 3; c, «I I’ 2 222 J 1 " 2 122 H ‘4‘} - ~ 2 125 - — 2 BAR PLACEMENT SCHEDULE (3:00 3223100" (F S) lean" fa ZLJLGVO/ I. 3. 4. 5. 6. 7. a. 9. IO. ll. l2. I3. I4. l5. . _ . . _ I I Ponol Column Slnp 0 Mid Slnp M Panol /2 14 Lo , Panel Panel lsmp Slnp No.0! 8900- Bar 0. No.of Spoo- Born. W'dlh Wd "0- Bar No.5!“ Loo. ban in or o.o Bar No. ban in or (“Width ' "h J/ 2 ,y l; 4 L, 2.222 £7 2 9:112 272 232 29 ll 3 3 212 £24 2 222 2 $1; 7 Mi" 2 £2 5’ 2;?" 2 2/ V 7 mg” 2 £2 5 275‘?" 2 5 // L“ 2. l v 6 1'2 4 ‘, 2-. c .272 I31 67 2V 1‘. I 0 1:24 4 l c 2/ Kg -— - 2 [22 z 27" 2 2/ ‘3 / - 2 1'2: 2 27" 2 J: 2 A! v 2 1’ «215 £7 2 (“Fl-’2‘ 2’72 73/ 27 V '1‘ ,9 E? / 212 £24 6 J 2/2 1/ 1"? 9' 3 2.3 2 £2 5 27;" 2 "\ n J". // V‘u 3 23 2 £2 5 27,- 2 x I. 27 f 4 I - 24“: l/ w 3 2126 I£2 2/ 53 7 ml? 2 £2 2/ V 7 72;" 2 .r .;7 1/ ‘g x 4 17;. a £1 .9- L,,2~ 4' .272 23/ 27 gg\ JIJ £24 2/ 3 2 25% J 2- 1-223 2/ $.2- .r a} " 2 22: z 57" 2. 222 2/ \fi 4 77:3” 2 126 —- - 2 ”9’6 £611,155 A fair A4 [‘51 fiu/é 219 l 4" mm? [ J-f J l/eJ/ BAR PLACEMENT SCHEDULE (3.122723% ” ( F 5) /-£’ 222/ £72 2,- l. 2. 3. 4. 5. 6. 8. 9. l0. ll. l2. l3. I4. I5. - ° _ l l Ponol Column Strip Mud Ship M Ponol I2 I4 Lo .. Ponol Ponol Mp Slrlp No.“ Bar 0. No.of Spoo- Doro. . "0- Bor No.8lzo Loo. born or o.o Bar No. ban in or o.o "m“ ”mm Width x 2 £I' // ‘; 4 222 £1 6 ”2.222 272 23! 27 i \ IIZ £24 2/ ‘3, ‘ 3 222 £24 2 ll .22 £4- // § L, 4 9‘2”" £4 I - f 2'2”“ [6 5 f/ V ‘ Iaéldc 5‘ 5" 27;... Iago : z/ ”\“2 c I, 2‘ ,2-22/2/1..r F? ‘ 517‘? 4 7" .224 7/ ,3 g 7 c :24 5 c .125 1/ $.& I 2. 128 -— — 2. \' I25 2/ V\ / 2 [25 - - 2 1 n. (.2224 .24- 22-42-2/2 2/ 1-, 2/22 fa 519-59. 2-! 6"). BAR PLACEMENT SCHEDULE O ‘0 I .0 (F8) 22-00 x224 /ichr¢/ Floor 3. 4. 5. 6. 7. 8. 9. l0. ll. l2. I3. l4. l5. Column Ship - 0 Mid Sirip- u "2 l,‘ Penal Pom! Penal trip Strip No.0! 8900- Bar 0. No.0f Spoc- Bormmd h Width Width Bar No.8izo Loo. ban in or o.o Bar No. ban in or o.o ' £3 fl ‘~ ‘ 4 MA. 4 £3 a" 1. 24a /20 60 I 1" £24 II “ 2 ‘I 2 £24 5' 1. 254‘ ll ' '3' .3 20" 1, 54. I L 122 A’ w 3 20" .e 222 I 18 3 ‘5 ‘l . E H : 4 is; 4 f“ l/ eras Z 4 £4 // N.“ 3 x74" 4 a A! V 3 22}; 2 £3 H ‘2 ‘ J L .4- 4 £3 4 L Z~ 4 270 A?!" 625' s - 732 rfi £24 1/ “u 2 1. £24 4 I 4. £4 x/ %g 4 a? 2 £4 / - 4 125; 6’ «(‘0 3 23:” .e £22 / - .6 £3 [9 k 3 1, v A \‘ I £2A I " 2 4 54. H N 4 II}. 4 I26 // V .3 2/ B #— ......2 b (.2... 2r 2.2. _ . r .. . . gfiaw ..4» ......mn . 2:2ifi. w222 L22 e .,2...g % % A B... \. fl2 . , _ § 222.2... 22 'I’I .‘dl .é 'II . . 'IQ.‘- I‘l..1'.‘.'+|‘i.t L I. TL‘.‘PI +2il’ .... )‘fl‘f‘noc’l ¢ «mama, Q I . . ‘ . C. . v. . r 0 .n ' 7.. a . l.. 2.. ... . i»... . .2 7 :14 .....r... ...). . . r - .. . . . . .. . . .. . I _ . . 2 . . I . . ,0 . . . o S . 2 . . . I it . o I I o . O . .cr xi? .. f . '1.-. 2‘ I ...< .o‘lfv...‘ ‘. Ll}? fl {4 J . . .. _ 2 ._ . _ . o _ I 4 9-..“; i . o . o 4 Idli‘l 2 _ . - _ C v...:n 9.32... .5 O I... \ ... .. ...: .. 24;.‘L é3.%j 2 . . ._ . . r .r’_ . A 2. ‘ . ._ O 2‘. . . 2 . . . ‘ . a O -1. .3“ L’C‘I' '02fi __ , 2 _ k . . H . _ . . . . i I! Iii to 1- O 0000' .19. 01‘..- . . _ _ H . . P . . 2 . ( P. 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P".'IL"¢I¥ Column .Stnp - O Mud Strip - M Panel pl?“ p1,?“ [Strip Stnp No.01 Spoc- Bar 0. No.0! Spoc- Bore. . "°- Bar No.8izo Loc. ban in or o.o Bar No. ban ing at o.o Width w'dfl' Width A’l 4 [x 1/ ‘2 4 L... c I/ 5' I, f“ c 2.52 /24 4.3 £24 6/ MC 2 W 1. £24 .5- 4; ‘F 4 12.6 1/ {g 3 2/ 4 I25 / — 4. 1'25 15’ Q1? I - ’6 zza — — ,2 I1 W 5’ .:~ 6 £24 w 4 v"? 4. [213 H 6 2/ 4 126 M / - ,6 J .z/ I/ 3‘“ 4 11,; 6 £1 4 L1" 6' 270 u: 67.: £24 19/ fl 2 4 £24 4 I 4 I25 2/ 5’ v z 33;” z. [25 / - 1. 125 H \‘3 2 33,5" .e 125 ~ ~ ,6 I/ W 7 172;: a [24 w 4 I z. 125 I" .5' 27" A. 125 W Z 574“ 3 M2 1. I/ l/ :L 4 "{5}" C .r/ 5‘ I if“ c 2.52 /26 (3 £24 A/ 3 \v 2 J 1. £24 £ 1.. 125 H {\ 3 ”j " z. 125 / - z. 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Z I I" C I’ 4 11-7" c 27” ’3’ ‘7"; t r 124 1/ 3“ I c 12.4 4 6 I25 f/ $2 - L 1'25 0 L 1. 1'26 l/ ‘3 " ,e I35 - -— ,e I/ W 6 c [2.4 W 3 6 [25 n/ 0 ’ 2. [23 W " .e All _‘ _I N datum: P‘r’mdr'culor To d/Jc. 6d,: 1 l I. fl BAR PLACEMENT SCHEDULE I " I n (F8) [24 221—00 (gme fa /£’£era/ 5-0»: tired I. 2. 3. 4. 5. 6. 7. 8. 9. IO. II. l2. I3. I4. I5. ‘column Ship - 0 Mid Strip — u |,2 l,‘ - "m" Pom: Panel trip Strip No.0! Spec-IBM 0. No.0! Spac- Batman. W'dih Width Bar No.5iu Loo. ban in or o.o Bar No. ban in or c.o ' A! E 4 l, 4- 4 £5 .5- 11 9 z. 252 xza a: £24 A! :‘L 2 I 2. £24 5' M I— // Kg 3 ”f" 4. £6 / 4 2'23 1/ \ / 44:" 2 .225 - a? H '3 4 ' - ._c H {L 2 2. .4 §\ .9 xii" 1. H X I 65;” 2 ll \ ' 2 6 II 4 4147‘" c 270 /.:5' 67:: \ I II a I 6 12A 4 J 6 x/ \g - - I. 125 ' ’ ‘ 2 .4 ‘1‘) ' -' e :28 ” .e w a 1'5. e W J' C n/ v ’2 z. n! r ’ e BAR PLACEMENT SCHEDULE (F8) 4. 5. s. 7. a. 9. :0. ll. :2. I3. I4. I5; Column Strip - O ' Mid Strip- '4 "2 l,‘ Panel , Penal Penal trip Strip that Spoc- Bar 0. No.0t Spoc- Bergman Width Width Bar NuSiu Loc. bars in or o.o Bar No. bars ing or o.o y 1‘ 3 2 1 f" c I/ f , 7.. 6 27a Ais- 47.4; ‘ ‘T l, s. 3 , I c [24 4 J i c 2 ,q .‘E 2' — -— 4 2:2: 2 671’” 4- fl 6’ V\} - - c 12.5 2 47;: 8 % w z l. ,- c 2 5V 4 J12? ‘3 M J z. u/ 3 .e p xv ‘; 4: L - c: 1 6 L 14' c 274 U! 69' A I J a ‘4 a I d 2 '24 a I L 2 ll % 4 ”j" x. 1’23 - ~ 1. H \ 2 if" .e 233 — — 2 It: 6 " #23 500 " ent-re )‘o /£’Zens/ 5m .rfng/ BAR PLACEMENT SCHEDULE IFS) I. 2. 3. 4. 5. 6. 7. B. 9. IO. II. I2. l3. I4. l5. - ° .. I I Ponol Column Strip C Mid Strip M Ponol l2 14 Lo , Ponol Ponol trip Strip No.ot Spoo-IBor o. No.of Spoo- Bormvmm‘ Width Width "0- Eur No.3izo Loo. Doro ing or o.o Bar No. born in or o.o 2/ # II ,4 \' 2 122:" c: I/ 4 ' 1* 6 27a 1:: 67-: o I 124 H L I .I c IZA 4 Jl c [25 a $9 - 4 [22 2 7-" 2. [85 IV ‘0‘) " k I26 2 £7,“ k l W 7 IL 1 c: .224 14/ 4 0 I25 W 3 4:" 2. I25 W .3 45" 18 J’ ££ AI \} 4 "L“... 1. £5- 4 LA" ,4 27(- IJI ‘7 v § IV, J "a 5241 H \i 3 L £24 6 4 £4 AI ~‘ 4 ”3"" 4- £4 - - A. 22 V 2. 49¢” 2 I26 - — ,e BAR PLACEMENT SCHEDULE 0 u a q (PS, 22-; x224 /£’[crc/ Floor I. f 2. 3. 4. 5. 6. 7. B. 9. l0. II. l2. l3. l4. I5. . _ . _ l l Ponol Column Strip C Mid Strip M Ponol ’2 14 Lo Ponol Ponol trip Strip No.ot Spoo- Bor o. No.ot Spoo- Burmmd h Width Width "0- Bar NoSizo Loo. bars in or o.o Bar No. tors in or o.o ' K n c [-4 . P/ A I! f/ fé“ 4 L7; 1/ 6 1/1? c 270 u: 475' (Z4 ’9 u ‘l 3 4 EM 4 l" 2 :2: H ' g 4 1612'" L £22 I. 22: H VS / —- l 1:22 2 I! H ‘g 4 L ~ c £244 H 3 3 I 1. a H gzk 4 x1137" 2. [25 H V: / 6551" I? . £3 ‘~ " z z. 3 5 ~ ..r a H 5”!" 4 L32 I£ 1,3; 4. 27a /35 67 a £24 H u u 3 A 2. 22A 5 1. £4 H 5;} 3 2i” 1. I £4 / 4. - 222 H V}: 3 22!. 2 £22 I K. £3 w 1 ,-_-!~ 1. IV, £234 h/ .5- .4 £4 M 4 22;: 2. £26 w 3 45" 2 ”/0, ... @M'?“ raid-1’ r/‘A 4' font 17 _A I? ’5'4 . rufiJ‘ f! 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J‘ (I H 1. g z I": II .5- L ("C It: /4/ 7.9.: Y“ '2 12.4 II L1 1 6‘ .Z'ZA 5‘ 6 2'2: H -" ’ I 2.25 -— - 4 125 II \‘6 I .6 I25 2 70;" .e I" ll ‘: 3 L _I' C III) II 3‘ I c 125 I/ 4' ’ I :25 II V“ .7 22,!" z _— Design of Unit Parking‘Space The dimensions for the parking spaces in the structure follow as closely as possible those recommended by the American Automobile Association in their "Parking Manual". Slight modifications were made so that the greatest possible storage space was available. A diagram of a typical parking space is shown in Plate No. 10. - 52 - m J J .8. .. .I u n u _ _ 393 232.3; M [PM _ _ _ . .... $.58 s m n _ . . 6 5 u ...: $33 _._ m N a ...uwfiw \ifir LI I \ as .T M m m a. M I R ll ’- . - s .2 T 28\w w .mb. F? .t \. n M E n .w .. .. 325% In a n I. P u a .0 m u 0 R H w M H w .1 N s n u .. 8 a m a E C . u .9. P . 8 ..- i u _ n ET B ..2. . .33 . Bin .97... m . d 5.. . 1m? L! IV 0. a IT lllllllllll J. 1 IIIIIIIIIII L a _ u I u + + _ . + .. N a u _ ._ n 0 ... 0- “t ” ‘ I. u .a I uuuuuuuuuuuuuuu n .r ............... I u a. u I A _ _ A .m . m . __. ._ I M 9 + _ _ + d .I .m I I . m ... u . . a I a . x7 r-nnu:-..-i--..H._ - ......unauuuniii-.a LI l.. a m P {It mm _.r L J: _i ESQ J Design of Retaininggfiall Host of the data on the retaining wall design is given in the sample calculation. However, it should be mentioned here, that the wall columns are designed so as to be an integral part of the retaining wall. The retaining wall reinforcement is furnished to these wall columns as well as the regular column steel. No separation is made between the column, or the column footing, and the retaining wall, or the retaining wall footing so as to distribute the loads over as great an area as possible. 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(24/1; ...- a \JZ/xaf 7g, 1 ‘ (5"5440 I‘ZI‘ X: /77/}7. flax» fa: wen/r— g/Qflvrny [54//' L/W/b/c‘ Q/cczéflow "é- : [W &/ 729/597 .- 65/(250/ - 7.5-0 4,.— /I{ ’ Z/éc 440/ -= @050) = ”a /é.r ¢1/7 - (Deco/2.3,; : flyé 02:66:9/(3) Z /d: 170 /AJ' Z/é,‘,77 mama/725' téc’al’ 4’ Far-cc fl/IJ-"nncc 77-0!" 0, W/I‘hwrt/ K4647 (m/ K/é. , w /;‘/9, 75'0 // /€J‘a0 #4 4(5‘0 /i' Z ”’0 /f/7 24/5170 /77 +33% aao gf£(//fl“/ :f/Zé 70 2774 ; 1‘ 3/2’ 40 o = T- E _——€‘O 3 0 Lu ,__———<") < O) #— w___i‘-' z < 0") 9 I 9 2 CAPITOL g All column 2'-O' in diam. Parking meters ' s/de Length of of ramp = 94'-/l" E le v. 04 5.0’ x Q I I: I Q g From . T lst L eve/1;. /5’-0" In N Elev, 845.5 C Q ‘fi’,,,———uu—-—————————- -————- .I // i] Length of [IVS/d curve of ramp: / ' . 3014” To lst Q. Level N 2 '0 ‘v N II a Q e . Q 3 us ( . a J “ h m' ‘N Q " Q L Q K + x R Q Q I 3 ‘K g Q ‘Q l“ k . N Q K a Q . K ’ 0') f, r F K H I V! k V IL K Q 3 Q B N r _ A _ I _ V LJ L 20’-0" )_ Plate N0. /6 NORTH ENTRANCE 8 EXIT 2nd Level Ralph J Stephenson Sheet_l 0t_l sheet Scale I": lO' I II IIIII 0 9494 ERSITY LIBRARIES IIIII 0315 II II I MICHIGAN SllTATE UNIV 3 1293 Y MATERIAL :3 (I) —"'-_I'-—— 73’- 0" 0A P/ 701. g 8 Q ‘3: ' \ \ E/QI’. \ 0540’ \\\ I \ ‘ \ .6: Length 3. of inside curve \ 0t ramp=45'- ll" \ 2020" \ Elev. 0 II o." A Q‘ I I2 on 0540’ I \\ ‘ ALLEGAN 373 Curb - E/ev.0f road surface al curb Plate N0. /7 SOUTH ENTRANCE B EXIT 2nd Level Scale /”= /0’ ea/p/I u. Stephenson Sheetiotl sheet Dotted lines show where inclined portions of ramps start or end. All columns - 2'-O” in diameter _I W L ength 0t 2‘ inside curvI of ramp = 02 ’- 0" V O J/t... I .. I m... ... raw 38 348 new; _ IVS kafif H m..__..__;.__.._L__L._.__._.__._..I2... .... a Ralph .l. Stephenson Km. v‘inkQ lst Level Plate No. /B TRAFFIC MOVEMENT «IIHHHJJITIHHII w .I “I I II II I 2% Z + ... 4. + + 4.. 3:“_—:: {1:111:1123. ZZZ—.3 + ———~——.—-————.———_——_——————_—.—_——..———~_—.——_———___———-———_ {ZZZE *— + +— _—_—.——-__-—._—-——————_———~_.—_~_——...—._——_--——n——-._——_——._—_._—_— I_ “WIIIII IRIIFIIHHHHJ. IIII'. Dividing strip IIIIIIIIIIIIIIIIIIIIII ImIIIIIIIIIIIIAfiHwé :23 ExGKI .3; f 383:5 SEK 6." AVE. \esé bum ck II :53 new Ecxk I OVA /V/.(M/////// *V//////+fr/r//4/v/CW //I//r/VI.W. I ‘ x ‘ \I 3;: ‘3 EEK II 3235 ck \ IIIIIIIIIIIIIIII I IIIII . IIIIIIIIIIIE FIIIIHIIIIIHIIIIIIWIIIIIIIHIIIIIIHIIIILIIIIIIIW IIIII HIII L GA Pl TOL + II ‘IIII CAPITOL + WUIIIJI .HHHU _ _ II II I I I II II II —I .+. + +- 4 + 4. ~——__‘—————_—_—.——__——_—~_—_——-———-———_——.———————--—'—-——--—c—-—~————-—~ '\ _ _ _ _ _ +— _ _-_.._.___.______1 :22: 3 + 4. + + + .1 ——-——————————__—-_—_—_._———__—-————v———_—— "' + + +_______;.-____._________ -________. —--——---_-- I C11: 3: T..- + + + + + + 5:__::3 + + .4. r____..___ E’ a. +- Y V V ————-———_—— _———~—-——~——~-———_-——————_._-.__. — + + I Shaded areas indicate 4 protective wall + 4. ... 3 + + + + + + + .T .1 4. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . . _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ n. m ———————.———_—-———~—~————~——-—-——~—~—__—_— I Q)": 4. II II II + + + + + + + + + + + + 1- III I: + m. a ILAIInu mIIHIIIILWIIII “FE: II I Only lst level ramps shown at North 0 South ends Shaded circles- Circular stairways Only ramp outlines shown C ‘3: Columns indicated by + Arrows show direction of traffic LEGEND Curb 8 sidewalk boundaries ——__._.__.__ Curtain Walls 4r Km. Qv‘mhqufi IIIIIIIIIIIIIIIIII I .Gwmmw wmmm omwm .Lm-‘&wLLc MNLmdmm: >h_mmw>_23 wh