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THS

A PROPOSED RETAINING WALL
TO PROWDE S?ORAGE FOR
FWE THOUSM‘IED TONS OF COAL

11105th the ow a I. s.
MIG-“CAN sure COLLEGE
w. D. Strait H. H. Post
1948

 

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A PrOposed Retainin3 Wall
To Provide Storage

For Five Thousand Tons of Coal

A Thesis Submitted to

The Faculty of
KI'KlGAH bTuTE CJngug
of

AdRIUULTURE AKD AERLIED SCIEECS

by

w. D. Strait , H. H. Post

‘andidates for the Degree of

Bachelor of Science

(To

June 134

5"

(23’

$

\

um

\

he wish to express our gratitude to

W. A. Bradley for his COOperation and guidance.

1303319

H. H. Post

‘..

u. D. strait

TID'W OF COK EHTS

IntPOuuction

Iopovr pry or Istainirv Hall cite
Comgututions for biZe or Jim
Location 0L iruposcc Rot inidj “(ll
Typical cross section
Assumptions

Dési;n of R iiroa; Juntilever hall
Design of outside Ccntilcver “all
ix 35¢n ox fu;ilrucfi..luunttrihufi; flail
gesiQn of Outside donaterfort ”all
Cost istimmte for Juntilevsr wall

dost ssti ate for Counterfort “all

Summary of dost istigutss

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fir. hinney of the Building and urounds

Department exoressed a desire for a storage bin
for a reserve stock of coal. A reserve stock is
now in existence between the Forge BuildinQ and
the Red Cedar River. This stock pile is unsatis-
factory because it is unsiéhtly, the quantity of
coal cannot be estimated accurately, and removal
of coal by clamshell is difficult.
Five thousand tons of coal is the quantity
desired in the proposed storaQe bin. A bin in-
coryoratind the design of retaining walls would
alleviate the present difficulties.

The heith of wall required for such a bin
is about twenty feet. This height brings up the
question of whether a cantilever or counterfort
wall should be used. Designs are shown for both

cases with cost estimates included.

   

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PEOPOJ’ED BETA/N/NG
WALL 70 PROV/DE 57018465

LEGEND" F025v00 fax/5 0F COAL.
--—-—-—' GROUND CONT—DUES
CUAL FILE CflNT‘Oé/ES . ”- I
PEOPOjED RETA/N/Né WALL JCAl—E- / ~20
DATE: 3-29-48

 

 

 

W0. 5724/7
HM. 0057'

   

COMPUTATIONS FOE
SIZE OF BIN

Amati/77‘ of coal 1‘0 be Jforzrd- 5000 73a:
5-0007 4-2000 /b/T' -' la, 000, 000/5. ofcoa/

Caa/ walk/7.5 70 lb. /7"'7“
Cu. ff. rey'dz 4912904009,, /43000 {#3
Size 0 f [Di/7‘55“ //0'-‘6'550 F1“
W-22' (x; ,bi/ca’ Flafj

Arcraye fie/q/n‘ of bin“ €5.50

 

 

 

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.. 23,500”:

acre {any

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(fl ’(zxé'é’x/lo - 3,030!!!

/6 7, 250 +5000: / 7a, 250

was 70'5320 Tans

 

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LUCA T/ON 0F
PE OPOSED

BETA /N/N6 WALL

.S'CALE.‘ I": 20'
DATE: 4-7-46
W0. 572A /7’
H. Al. POST

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Aim/e 0/ Behave for 604/ ’45‘ *-
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[crc/ Jumharye, Inc/’1‘ Prism, 0/7714
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z a, 500 Me: I42, .500
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v: j- 9I5'6.5= Ia9o"

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$75,055:?” - .0076 A Int. A,-,§g§§%2,-.oo92 A Ext.

467 "
/ 2 .0532

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TENSION STEEL
HeeI 6460242320..

Ar 12,920+ I6,ooo =.7I6 ”z
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VerIIcaI 5Iab 7303337050
A,- 7060+I8000= .392"?f
A.= 134,—}: m
L ' I8000'.5'*400-22.5'
Hook {-"4 bar every other one.

 

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COUNTERFORT DESIGN

a't I2' v=%(750+3I7)-I2-Io=62,800"
M: 62800- 5.=2 327300”
A,= W 3.I2""
Use ‘I II'Imrs

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at 8'
Va 1H 590+3I7).5-Io= 36260“
W 36260-16! - I3I,ooo"

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HEEL DES|GN

SIIJIng: W, “2 must Anchor

Overturn: R Strnkcs Imfluh "1.4.“: 3"“-

wall as soft.

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Heal Jusagn:
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Coal 255-70: was"

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Total ' Z,l60"/- On and of hit. (at paint
of overturn)
M =fiw"81%°2|60°(9)" l4,5-50.* Internar Panel
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HEEL DESIGN

AI base of heel V' 3000 474-5 = IZ53P.5£ acting Up.
magi-.Izss-Wa 6500" Interior Panel

Ms-r'54255o(9)2*10,180" Extenm Panel

 

 

 

 

 

 

 

 

 

 

As' .,. .02””-- Int
I 000/827
As. to: o , 924% Ext.
18 ° 5'
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M: I2, 8.32 *2. as

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M: 261 700 lb-‘fl.

  

7'00 4 Noel Pressures

IZI‘IO [4.4.0

P: 27503667
Pf: 3437 ,bst

kn - 2053 As;

Far Shear:

l/ 4, 12.8.32.

d22a4'
(spec. Ana)

For Momem‘.’
1/2"... 1/26 700
d. 35 g ‘Ius/

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35'

COUNTERFORT DESIGN
Al l8.5'

wwfil 64,600“
M- 54600-ng 520,000”

A M 520,000 ' '2 an

5: fiia = 13000-75903“ 4'39

  
    
    
 
  
  
 
  
   

 

6" V4 bars saves 4.7!”

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v: 5.943042 = 35600*

 

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61——

Use 6‘l”¢bcrs cute“ as

shown below;

(of off 2‘ 5'6“above loose.

  
   
  

 

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.9206 $0669.? ’ S “0 To)

 

 
 
  

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F #1”de :5”

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up”.-. 4444.5-

  
     

 

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36

CUT OFF HALL

Passwe ecu-“1 Pressure = 3.50.05

At "A‘ «9582950

L , Possible resvstance855°2950=[0,300,035
5 1 If 5.522
R Lj—[r R = 2 519400 °.707 -.4-66 533000

R312,000
h:.+§°§g-g-: Ll7‘ Say [.3u-h

 

 

 

V= 12,000* M- {2000-7}? 90,000”

 

: '200 = " C. 7 000“, "
d .2. , 28.6 I \[%_ 27.4
make dsBO"

1' Tensaon Steél:

Verified Slob
P-9I5-9-8220"
AngfiQ; : .4 56 °"/n.( bottom 5th,)

- .1 6- - a"
15,72,531. .095 Am

 

 

 

 

 

Use find) =20." hook on every other bar.
Heel Slab
P: 9700-2494100“ A,=+§%3§—=Md°“/n.

A.=-",%.j‘-= .27'75» Lag-5 29"
Use -§-"$ Book an every bar

Counterfmv't Cindi We"

$5.

JJAU T40 TUQ

Ans-a.t = 3‘40223‘10‘ Afflb’ 9V|é¢0q

OEQSMw ”A“ }A

fiquCEm=OEQS°EE=3>noTeuzn 31¢;qu J I
3'33 H A
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000.314!

Haw we 'Vu :-%%%%—%—:A

 

 

 

 

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"mg = $09.09;!) 4, "a.as= 9°94
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and «arifo gov: no flood “'08; $ 3 szU

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33

Assumeu for Puryoses of pstimate

Iaterial costs:
oil costs sg/Icc sq ft of form surface

Form lumber costs $lcc./i;cc f b m (5cfl salvage
value;

Bolts and nails cost 60/10

I
A

Ready-mix concrete costs iIC./yd oelivered at jog

*1

Steel costs £2.65/5CC lb (incl.chairs,spacers
and ties,

Labor costs:

Unsxilleci labor average: $1.2c/rm

Nrchine Operators: $1.5C/hr
on r . Ed \,
uoreman. *&.bL/hr

Carpenters: $2.;C/hr

40

I

Cost Estimate for oantilever Wall

1. Hateriuls:

{a;.Forms
R.R.hall Iéxiltx2 or 335C sq ft of wall
35.3x25; fbm/ICC sq ft or 682C fbm reqd.

35.3KB lbs/ICC sq ft or 232 lbs nails reed.

Lumber s $5C./ICCC, 3.82ij or $441.CC
Bolts 5 6¢/lb 282x.C6 or ; 16.8C
Oil a Sg/IQC 33.3X.C5 or Q 1.39

outside Hall 18.5x2x22; or 814C sq ft of forms
81.4XESC or 2C35C fbm reqd.

81.4x8 or ojC lbs reud.

Lumber e 05c./xccc, 2c.35x5c or $1¢17.5c
Nails o 60/10 é§Cx.c6 or ; 39.co

011 e 5y/1cc 81.4x.C5 or f 4.:

(b) Concrete
132 yds in R.R.Wall
fiig_yds in Outside Mall
7C2 yds total (367 in base, 315 in stem)

sic.CCx762 or QICEC-CO

4/

To) Steel in IC' of well

\

 

1 rd bars (2.67 lb/ft,
3.75 bars, 28.,' long or 63.4'
7.? burs, 9.C' long or s7.5'

52-5 bars, 7.0' long or 82.j'
224.4'x2.67 or 598 lbs
1/3" sq bars (.85 lb/ft}
4 bars, 15.5' lonb or 74.C'
36 bars, ic.c' lon$ or :QQ;QL

0 lbs

KM
\o

434.0'x .55 or
314" so oars £1.31 lQthj
2:0.c'x1.91 or 182 lbs.
1349 lbs/Ic'
1349x33 or 445CC lb total
Total for Steel - 445x§2.65 or gll&C.C
Total Ketsrial Costs :91g0.11
2. Labor 1

(a) Excavation

l Foreman e g2.CC/hr.x64 hrs g125.0c
2 Trimmersé $1.CC/hr.x16x2 g 32.CC
1 Cat.Oper.e;1.5C/hr.x64 hrs 3 96.CC
1 B'hoe.0p.éul.5C/hr.x16 hrs ; 24.”:

(b) Iorus
1167C sq ft of form surface
Ij labor hrs/ICC sq ft
Unit cost 3c¢/sq ft

Totul for forms 11’

O\
.\7
0
>4
K»!
(W
O
'“S
\f»
[W
(3

(c) Concrete

42.

Buss; ji? yds s lhr/iE yds or ,2 hrs
7 men x 52hrs x §1.2C or s2s9.:c
Stem: 315 yds s ihr/2 yds or 158 man hrs
7 men tune 4 days to place
7 x 8 x 4 x 93.2C or s269.CC
Total for concrete £§38.CC
(d) bteel I
25 hooks/IC' 33x25 or 825 hooks
9 bends/ic' 33x 9 or 297 bends

Bending: 2 hrs/ICC bends x
fiookin¢: 3 hrs/ICC hooks x

flucing:

1/2" bars

25x33 or 536 under

237 OT 7

3 5 hr/ICC or 42 hrs
45x33 or 1&5C under 21'
s 6 hr/i;C or 9; hrs
I" .P 2 r s a -- n4:
ours ,.Z5x,3 or ];4 under Cy,
s 8.5 hr/ICC or 11 hrs
18.5x33 or 61C under a:'
s 6.j hr/ICC or 4: hrs

215 hrs

Total for steel 215x§1.20

m

lotal Labor Costs

“2&8.4C

J1‘ 4i? 1 0 4C

_*'133:1

'1 z' -- W :2 .. -, 'r -. .0
M-.. . .' “Oh.irhcg 1k1.3c/lln.l

: . -- 'V "_3 "I " I" -' ‘ ‘I‘~
twill ‘9'» 419;“..JJPC1UJK .2'. ”50C\./.L

btrip off 3' ovcr oln floor

." f3
. I

. (1
L— I.—

)jxliC/ET or Jam
lxcuvute along R.fi.

ljkiZkiEC/E? or ééji yes

6374 yes

lulldozsrs 3

éQC gas/usy

.:73 or 6 days
1;;;

W37.;c/dsy X 2 x 5 or

Q for

or 545 gas

Bucnhoe r

Totsl for

gs, Forms

or 2 cuys x ”37.CC or

4’3

t.

A‘
\.
a

(1
('l

g: 5.
TC.”

, b

\n
C)

in ft;

excavation

 

1 power saw and hand tools-soy - CL. 0
(c) Concrete
'. " . ‘ '1 ‘A' I! -‘ .-_ .' :";"C‘ I f. .-
3 ULLQVLBEJ r; City; Ocho/Llotjx 4 CL('.“{U Jr .”.40L\,
1 Viorutor s 6Cfi/dny x 8 says or ‘4.CC
fisc. small tools 1C.CC
aids

(d) Steel

Bonding and cuttind machines

..”.1 LL/UCLJ” x 5+ 0.sz or
Total Slant Costs fitglpo;

 

 

Total cost of ;utwri ls, ng‘

4. Overhead

155 of total cost

3 . Profit

03 of total (incl. overhead;

ii-RAZTD TJlXLL

a}; .

.tse for CounterIth "all

I. . Liztt‘f‘l :.:.ls
(EL, EKJIHLS
outslce $211
2C ct'fts x 7 x 18.5 or 2o;£ sq ft
assess fbd/ c: so It or 63;; Iom

~
‘ l

hulls etc. 26l8 or ZLS lo

(.0

oils 3 Ice, 26x.£5 or 3 '.3’

RJ.1.LL;L1
1; ct'fts x 7 x 12 or Csc sq ft
5.4x252 fon/ansg ft or 216C bu
fiails etc. 3.4x3 or 6les
Luxber s ;5. /a;:c, 2.1x); or §1c5.cc
Hulls s 6g/lb, 67x.;6 or 4
Oil s 5¢/1LL,5.4x5C5 or

(ct'fts alone) “1:3.

~'n'itlhl' 4“ I 3 : o C—

Iotal for forms
(b) concrete
1:2 yes in R.R.Hull

_g2 yus in Outside hall and ct'fts

#—
\

O\

'57 yds a ;IC./yd or

46

 

4 “CPS: lé-S' long or 53'

15.5 burs, 2' long or 21'

7.5 oars, 2' long or ii:
83'}‘2°0( 01” 5,8 lob

r“'

3
73.3'x3.93 or 14C lbs

. .V. . at
HQ 01" 6b

A '
,
\d

h)

2' oars D.C‘ lonU or 1

IEC'X.67 or 121 los

1137x33 or 375cc lbs
Total for Steel — 375xJ2.65 or
Total Xatsrlol Costs $95122£i_
2. Labor

(a) sxcavutlon

Same as for Cantilever s EEC-CC

 

(b) Fonds
iBLYC sq ft of fora surface
15 labor hrs/ICC sq ft or LLf/su ft

Total for rorms 15C{Cx.3; or £4521,cc

47

(c) CDHCPLte
Ease: 4C6 yds s ahr/iE yds or 36 hrs
7 men 1 36 hrs x Q1.2© or I32C.LC

Ltefi: 25) yds s ihr/E yds or 125 men hrs

7 men take 3 days to place

7 x 8 x 3 x ;1.2: or §2C2.CC

Totol for concrete 3322.;Q_
(d) Steel
47 hooks/ct'ft x 3C or 1450 1/2” rd hooks
23.5 x 33 or 445 3/4” sq hloss
2.25hrs/1CC x 445 or 1C hrs

2 hrs/i C x i4IC or

m
\(J
H“
H
U)

I] x 3C or 34C bends

2 hrs/ICC x 34c or 7 hrs

leclng Wars
1C hrs/iLC x 30 or 3 hrs
8 hrs/iCC h a2C or 1C hrs.

6.5 hrs/ICC x 12C or 8 hrs
6 hrs/It; x BITS or £35 hrs
4 hrs/ICC X 432 or 1' hrs
:69 hrs
Total for steel 269 x 31.2C or 2322.8“

Total Labor Costs 45645.5C

3. Plant

1 2-,. , - .- . ' .
\El.) ILACdVLL‘blt/I’l

(’x
()

Lame as Cantilever iii7i.

(9} Forms

m
0
(x
0

Lane as Cantilever L
(c) Concrete

5 buggies 3 ;l./dsy

3 x #1.:0 or .3.cc

l Vibrator 3 6C¢/ouy

7 x .6C or g4.2C

Kiss. tools gIC.Cc

(d; thCl

Bunc11k5.gxi cutting mefllhles

(\
f)

a ;Q.CC/d&y x 6 days or Q 6.

Total giant Costs i1214.20

Total cost of Katerials, Labor and llunt 716372.35
4. Overhead

“£573 01' total cost ‘7; d . 5.

5. Profit

A

dfi of total (incl. overhcao) ;_15:6.25

0

"~‘. " ~.' ‘1 .'-r ’ ."
ugnhp Tofiuu §2C234o43

Cantilever

Materials

 

Forms
Concrete

Eteel

T ‘.. -
géluor‘

lxcaifixtlon ,7

Forms

Corcrcte % 5}£.CC
bteel G 2&3."C

llant

Lxcavetion gi.7:.cc
Forms § 2C.LC
Concrete w io.&C
steel Q 4..C

 

 

s".,.**r". M. .m n-
leulA‘lJ .J. Ul-‘AL'

if 3

c.17

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$4577.4c

 

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Gounterfort

$136£.35
.6570.CC

Q 974.;c

 

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