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jon.,v 2178-126_O39E' -- IggE- 5. i-\VS' 11lryL DATE IOCT. 86•
DETAIL SIGN CALCULATION L-oN c-- Moo Df E= LL coMPUTEb 13Y NEIL
USE /0" STD 0 SCHEOUL E 60 SM = 39.43
33.6 /bs/ft - 3OOO1b MIX = 3.8 YARDS TOTAL
1-II . L._ _..
50 - 2
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AT
3 LOCATIONS
3'
3 LOCATIONS
TOIL VILW 01: 1700TING NTS
OTING DETAIL NTS
i A ri
c I vs Fl F4 li Fl G3 *3 CA Cl 1 P,":::! I--:--
53 3: C3 1-4 cl Fl 1.. 10 k.j I.. to! X I (A 1-0
f 1-1101 !"1 I-EE F:" :1 L_ I.-- J:
PROJECT NUMBER -2178 126 039E.'.'
Ron
W I DTH
AREA I
AREA 2 1 Gj
SF 1.4
HEIGHT LEVER RRM
7 24.5
TOTAL AREA TOTAL FORCE TOTAL FORCEVOL
1 --- 7 1 - ---------------
4334.4 83344.79
IRT FEE (0 Y 1: 0 1-4 I'-1 1.1 1_1 L.- !-_-1 3
MATERIAL NUMBER OF COLUMNS
30000 .1.
SECTION MODULUS
39.22
DEPTH SOIL COMPOSITION
2500 LB
SECTION MODULUS PER COLUMN
31 'M',
USE 10" STD 0 -SCHEDULE 60 39.4:.--.:
CENTER OF FORCE - 19.22
Fl - 31759.79 F2 - 27425.39
WIDTH OF TOP AREA WIDTH OF BOTTOM AREA
fl - 12.7 f2 - 10.97
d - 3.11 b - 5.71
I
0 ADING CALCULATIONSf
WIND 33.6 LBS/SQ.FOO*I*' SHAPE FACTOR 1.4
WIDTH X HEIGHT = AREA AREA X WIND FORCE FORCE X LEVER = MOMENT
7 7 4'9 49 33.6 1646.39 1646.39 24.5 40336.79
10 8 ICI
A R E A
80 33.6 2688 2688 16 4.300:-..:
0 0 C-1
AREA
33.6
A R E A 1.
0 0 0 0 33.6
STEEL 30,000 LBS/IN 85) =(25,5 KIP)
SEC.MODULUS MOMENT 12)/(25.5 10004 39.22
NUMBER OF COLUMNS I
SEQMOD.PER COLUMN 39.22 1 39,22
CENTER
t
OF FORCE : MOMENT/FORCE
DEPTH
F..,.:1 ' = LOADING W I: O..r AL_ F= OURCF.:: M9 aF: D) + HM 56 D:) f='
2) = LOADING W..FO..I FlL.. FO aCEM.04 D) 4: H,'+;.56 * D;' 0
2) LOADING W 4334.4 M 2.04 .; ..: r,; 19 i , r,. 3.36 27425.39 SOIL
2500 PER SQ.FT. M) .._.
31759.79 L..;r it i0 = 112.7 q . f t. I
I
a
i
D DEPTH OF: FOUNDATION IN FEET , EMBE 1 I1E i IN SOIL
F (l) w LOADING I;;j..l.. CENTERR OF PRESSURE :UPPERR PORTION OF BASE
F (2) LOADING AT CENTER ry r., PRESSURE F L.,OH R PORTION OF BASE;
e f•r l) T._i..i.AL:. A('.L::A REQUIRED TO DISTRIBUTE U RUIN AT F(l)
i F (2) TOTAL AREAA REQUIRED TO DISTRIBUTE LOADING AT F (2 )
DEPTH DIMENSION OF F(l) LOAD DISTRIBUTION r=1Rr~ R=. 681,
r M J:iLl=,Trl DIMENSION OF F (;) LORD DISTRI:EUTI N . A EA=.: 2f,
H = HEIGHT ..I..Vi CENTER 1F FORCE.
d WIDTH OF X AREA
i
b- WIDTH OF Y AREAA
SM SCHEDULE IMMMif
5" STD 0 SCHEDULE 40 SM=5.45
5" STD 0 SCHEDULE 80 SM0.432
6" STD 0 SCHEDULE 40 SM=8.491--*.;
6" STD 0 SCHEDULE 80 SN=12.2.*.'!
8" STD 0 SCHEDULE 30 SM=14.69
8" STD is SCHEDULE 40 SM=16.81.
8" STD 0 SCHEDULE 80 SM=24.51
10" STD 0 SCHEDULE 30 SM=26.57
10" STD 0 SCHEDULE 40 SM=29.91;.-')
10" STD is SCHEDULE 60 SM=39.4:3
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