13-452-030i 1 C. KV11-0605r,64, Var 5.8.U, I
1"NERICALG Englneenwj Faftware
71� 7
D"aseription WAL.LL FOTING
Title job #
Dsgi-ir: Date: 3:11 PM, 21 JAN 01'1?
Description:
Scope cope
Ge,,,rieral Fof,:Airitj Arialysis & Design
Page I
- - - - -- -- ......
General Information Code Ref: ACI 318-02,11997 U60, 2003 188, 2003 NFPA 5000
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i , .��. .�iH'fv5 +f .., "'.ill�;17;"", w �T,1�11.-_,Y�%, 010�- 11051T.��7�7-7,77
Allowable Soil Bearing
2,00(7.0 psf
Dimensions...
DL+LL
Short Term Increase
1,330
Width along X-X Axis
1.330 ft
Seismic Zone
0
Length along Y-Y Axis
1.000 ft
0,068 k-ft
per ft
Footing Thickness
12.00 in
Live & Short Term Combined
Required Steel Area
Col Dim. Along X-X Axis
8 00 in
f'c
3,000.0 psi
Col Dim. Along Y-Yfivds
12.00 in
Fy
60,000.0 psi
Base Pedestal Height
0,000 in
Concrete Weight
145.00 pcf
0.000
93.113 psi
A-K Min. Stability Ratio
No Overturning
Min Steel %
0.0014
Overburden Weight
0.00 psf
Rpabar Center To Edge Distance
-- ----------
3.50 in
Loads
0.07 loft
0.07 k• ft
0.04 k-ft
A,
0,26 in?
Applied Vertical Load-
O.00 k-ft
UO k-ft
0.00 k-ft
Dead Load
1-030 k
...ecc along X-X Axis
0.000 in
Live Load
0.260 k
... eccatong Y-Y Axis
0,000 in
Short Term Load
k
Applied INIonwents...
Dead Load
Live Load
Short Term
Applied Shears-
Dead Load
Live Load
Short Torre
-B iqn Lafjgut Y-Y Axis
(pressures (d) left to right)
VAt
loft
k-ft
Creates Rotation about Y-Y Axis
(pre sures @4 left & right)
k
k
k
Creates Rotation about X-X Axis
(pressures @) top & bot)
--
k-ft
k-ft
k,ft
Creates Rotation about X-X Axis
(pressures @ top & trot}
k
k
k
�"t,-)odng Dasign OK
1.336 x,1.00ft Footing,
12.0in'Thick, vvl Column Support
8.00 x 12-00ill x O-Oill high
0.00 Psi
166.23 psi
DL+LL
DL+LL+ST
0.00 psi
Actual
Allowable
- - - - --
Max Soil Pressure
1,1`14.9
'(,114.9 psf
Max Nlu
0,068 k-ft
per ft
Allowable
2,000.0
2,660.0 psf
Required Steel Area
0.00 psi
0.259 in2 per it
"X'Ecc, of Resultant
0.000 in
0.000 in
Shear Stresses...
V1 1
W1 , Phi
"Y'Ecc, of Resultant
0.000 in
0,000 in
I-Aplay
0.000
93.113 psi
A-K Min. Stability Ratio
No Overturning
1.500:1
2-Way
0.000
186.226 psi
Y-Y Min- Stability Ratio
No Overturning
per it
0.07 loft
0.07 k• ft
0.04 k-ft
Footing Design
shear Forces
Two-Way Shear
One-Way Shears...
W @7 Left
Vu CU) Right
Vu @ Top
Vu @ Bottom
Moments
Mu @ Left
Mu @ Right
Mu @Top
IMU @ Bottom
--,W x --- 111 ", -71 "ill, - -�� .1,
AC CA ACI (1-2 AU C-3 Vri "_Phi
0.00 psi
0,00 psi
0.00 Psi
166.23 psi
0.00 psi
0.00 psi
0.00 psi
93..1 1 psi
0.00 Psi
0.00 psi
0-00 psi
9111 psi
0.00 psi
0.00 psi
0.00 psi
93.11 psi
0.00 psi
0.00 psi
0-00 psi
9111 psi
AU C-1
AQl Q - 2
C-
ACI 3
Plu / Phi
As ReW d
O07 k4t
7 i k _ft
0.04 k,ft
1.0 Psi
0.26 in2
per it
0.07 loft
0.07 k• ft
0.04 k-ft
1,0 psi
0,26 in?
per ft
O.00 k-ft
UO k-ft
0.00 k-ft
0.0 psi
0.02 in2
per ft
000 k-ft
0.00 k-ft
0.00 k-ft
(LO psi
0.02 in2
per fit