|
Unit Type |
Unit |
|
Length Unit |
m |
|
Force Unit |
kN |
|
Moment Unit |
kNm |
|
Reinforcing spacing/Column Reinf Dia Unit |
mm |
|
Distributed Force Unit |
kN/m |
R3C3,R6C3 List "m, dm, cm, mm, ft, in" R4C3 List "DN, kgf, kip, kN, lbf, MN, Mtonf, N" R5C3 List "kNm, kip-ft, kip-in, kNm, Nmm" R7C3 List "E-3 kip/ft, E3 kip/in, kip/in, kips/ft, kN/m, lbf/ft"
| Grid Data (X Axis) |
Grid Data (Z Axis) |
| No of Grids |
21 |
No of Grids |
21 |
| No |
X Data |
No |
Z Data |
| 1 |
-100.000000 |
1 |
-100.000000 |
| 2 |
-90.000000 |
2 |
-90.000000 |
| 3 |
-80.000000 |
3 |
-80.000000 |
| 4 |
-70.000000 |
4 |
-70.000000 |
| 5 |
-60.000000 |
5 |
-60.000000 |
| 6 |
-50.000000 |
6 |
-50.000000 |
| 7 |
-40.000000 |
7 |
-40.000000 |
| 8 |
-30.000000 |
8 |
-30.000000 |
| 9 |
-20.000000 |
9 |
-20.000000 |
| 10 |
-10.000000 |
10 |
-10.000000 |
| 11 |
0.000000 |
11 |
0.000000 |
| 12 |
10.000000 |
12 |
10.000000 |
| 13 |
20.000000 |
13 |
20.000000 |
| 14 |
30.000000 |
14 |
30.000000 |
| 15 |
40.000000 |
15 |
40.000000 |
| 16 |
50.000000 |
16 |
50.000000 |
| 17 |
60.000000 |
17 |
60.000000 |
| 18 |
70.000000 |
18 |
70.000000 |
| 19 |
80.000000 |
19 |
80.000000 |
| 20 |
90.000000 |
20 |
90.000000 |
| 21 |
100.000000 |
21 |
100.000000 |
| Node Number |
Coordinates |
Column |
Column Dimension |
Pedestal |
Pedestal Dimensions |
Anchor Bolt Layout |
|
X |
Y |
Z |
Type |
Length(X)/Dia |
Width (Z) |
Reinf Dia |
Utility Factor |
Yes / No |
Height |
Depth (X) |
Width (Z) |
Library Name |
Layout Name |
| 1 |
0.000000 |
0.000000 |
0.000000 |
Rectangular |
0.230000 |
0.230000 |
0.000000 |
1.000000 |
No |
0.000000 |
24.000000 |
24.000000 |
|
|
| 2 |
6.000000 |
0.000000 |
0.000000 |
Rectangular |
0.230000 |
0.230000 |
0.000000 |
1.000000 |
No |
0.000000 |
24.000000 |
24.000000 |
|
|
| 3 |
6.000000 |
0.000000 |
6.000000 |
Rectangular |
0.230000 |
0.230000 |
0.000000 |
1.000000 |
No |
0.000000 |
24.000000 |
24.000000 |
|
|
| 4 |
0.000000 |
0.000000 |
6.000000 |
Rectangular |
0.230000 |
0.230000 |
0.000000 |
1.000000 |
No |
0.000000 |
24.000000 |
24.000000 |
|
|
| Load Number |
Load Title |
Load Type |
Load Case Type |
Soil Bearing Capacity Factor(Multiplier) |
Dead Weight Factor |
Sliding Factor(Multiplier) |
Overturning Factor(Multiplier) |
| 1 |
dead |
Primary |
Dead |
1.000 |
1.000 |
1.000 |
1.000 |
| 2 |
live |
Primary |
Live |
1.000 |
1.000 |
1.000 |
1.000 |
| Load Number |
Node Number |
Fx |
Fy |
Fz |
Mx |
My |
Mz |
| 1 |
1 |
0.000000 |
-30.000000 |
0.000000 |
0.000000 |
0.000000 |
0.000000 |
| 1 |
2 |
0.000000 |
-30.000000 |
0.000000 |
0.000000 |
0.000000 |
0.000000 |
| 1 |
3 |
0.000000 |
-30.000000 |
0.000000 |
0.000000 |
0.000000 |
0.000000 |
| 1 |
4 |
0.000000 |
-30.000000 |
0.000000 |
0.000000 |
0.000000 |
0.000000 |
| 2 |
1 |
0.000000 |
-30.000000 |
0.000000 |
0.000000 |
0.000000 |
0.000000 |
| 2 |
2 |
0.000000 |
-30.000000 |
0.000000 |
0.000000 |
0.000000 |
0.000000 |
| 2 |
3 |
0.000000 |
-30.000000 |
0.000000 |
0.000000 |
0.000000 |
0.000000 |
| 2 |
4 |
0.000000 |
-30.000000 |
0.000000 |
0.000000 |
0.000000 |
0.000000 |
|
Load Combination |
Type |
Title |
Soil Bearing Capacity Factor(Multiplier) |
Dead Weight Factor |
Sliding Factor(Multiplier) |
Overturning Factor(Multiplier) |
Load 1 |
Load 2 |
|
101 |
Service |
SL:1.000 x DL |
1.000 |
1.000 |
1.000 |
1.000 |
1.000 |
0.000 |
|
102 |
Service |
SL:1.000 x DL+1.000 x LL |
1.000 |
1.000 |
1.000 |
1.000 |
1.000 |
1.000 |
|
105 |
Service |
SL:1.000 x DL+0.750 x LL |
1.000 |
1.000 |
1.000 |
1.000 |
1.000 |
0.750 |
|
131 |
Service |
SL:0.600 x DL |
1.000 |
0.600 |
1.000 |
1.000 |
0.600 |
0.000 |
|
201 |
Ultimate |
UL:1.400 x DL |
1.000 |
1.400 |
1.000 |
1.000 |
1.400 |
0.000 |
|
202 |
Ultimate |
UL:1.200 x DL+1.600 x LL |
1.000 |
1.200 |
1.000 |
1.000 |
1.200 |
1.600 |
|
204 |
Ultimate |
UL:1.200 x DL+1.000 x LL |
1.000 |
1.200 |
1.000 |
1.000 |
1.200 |
1.000 |
|
206 |
Ultimate |
UL:1.200 x DL |
1.000 |
1.200 |
1.000 |
1.000 |
1.200 |
0.000 |
|
226 |
Ultimate |
UL:0.900 x DL |
1.000 |
0.900 |
1.000 |
1.000 |
0.900 |
0.000 |
|
SFA Version |
|
v9.1.0 |
|
Job Title |
|
|
|
|
Support List |
|
|
Assigned Load / Load Combination List |
|
pad |
|
|
|
No of Supports |
4 |
|
No. Of Loads |
9 |
|
|
|
|
|
|
1 |
|
|
101 |
|
Design Code |
Unit Type |
Code Version |
Formula Convention |
|
2 |
|
|
102 |
|
US |
SI |
ACI 318-05 |
ACI-318 |
|
3 |
|
|
105 |
|
|
|
|
|
|
4 |
|
|
131 |
|
Concrete and Rebar |
Value |
Unit |
|
|
|
|
|
201 |
|
Unit Weight Of Concrete |
24.000000 |
kN/m3 |
|
|
|
|
|
202 |
|
Minimum bar spacing |
50.000000 |
mm |
|
|
|
|
|
204 |
|
Maximum bar spacing |
300.000000 |
mm |
|
|
|
|
|
206 |
|
Strength of concrete |
30.000000 |
N/mm2 |
|
|
|
|
|
226 |
|
Yield strength of steel |
500.000000 |
N/mm2 |
|
|
|
|
|
|
Minimum bar size |
12 |
|
|
|
|
|
|
|
Maximum bar size |
16 |
|
|
|
|
|
|
|
Minimum Ped bar size |
6 |
|
|
|
|
|
|
|
Maximum Ped bar size |
22 |
|
|
|
|
|
|
|
Minimum Top bar size |
12 |
|
|
|
|
|
|
|
Maximum Top bar size |
16 |
|
|
|
|
|
|
|
Maximum Pedestal Bar Spacing |
150.000000 |
mm |
|
|
|
|
|
|
Pedestal Tie Bar Size |
8 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Cover and Soil |
Value |
Unit |
|
|
|
|
|
|
Soil Type |
Cohesive Soil |
|
|
|
|
|
|
Pedestal Clear Cover |
50.000000 |
mm |
|
|
|
|
|
|
Bottom Clear Cover |
50.000000 |
mm |
|
|
|
|
|
|
Unit weight of Soil |
18.000000 |
kN/m3 |
|
|
|
|
|
|
Soil bearing capacity |
150.000000 |
kN/m2 |
|
|
|
|
|
|
Soil Bearing Capacity Factor For Ultimate Loads |
1.000000 |
|
|
|
|
|
|
|
Soil Depth |
500.000000 |
mm |
|
|
|
|
|
|
Type of Depth |
Fixed Top |
|
|
|
|
|
|
Surcharge for loading |
0.000000 |
kN/m2 |
|
|
|
|
|
|
Depth of Water Table |
2000.000000 |
mm |
|
|
|
|
|
|
Cohesion |
0.000000 |
kN/m2 |
|
|
|
|
|
|
Shear Strength |
0.000000 |
kN/m2 |
|
|
|
|
|
|
Phi value of soil (in Degree) |
0.000000 |
|
|
|
|
|
|
|
Min. % of Contact Area |
0.000000 |
|
|
|
|
|
|
|
Minimum % of Contact Area For Ultimate Loads |
2.000000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Footing Geometry |
Value |
Unit |
|
|
|
|
|
|
Footing Type |
Uniform Thickness |
|
|
|
|
|
|
Design Type |
Calculate Dimension |
|
|
|
|
|
|
Calculate Dimension Type |
User Specific minimum dimensions |
|
|
|
|
|
|
Minimum Length |
900.000000 |
mm |
|
|
|
|
|
|
Minimum Width |
900.000000 |
mm |
|
|
|
|
|
|
Minimum Thickness |
100.000000 |
mm |
|
|
|
|
|
|
Minimum Slope End Thickness |
10.000000 |
mm |
|
|
|
|
|
|
Maximum Length |
12000.000000 |
mm |
|
|
|
|
|
|
Maximum Width |
12000.000000 |
mm |
|
|
|
|
|
|
Maximum Thickness |
1200.000000 |
mm |
|
|
|
|
|
|
Maximum Slope End Thickness |
100.000000 |
mm |
|
|
|
|
|
|
Plan Dimension Inc. |
50.000000 |
m |
|
|
|
|
|
|
Thickness Increment |
25.000000 |
mm |
|
|
|
|
|
|
Offset X direction |
0.000000 |
mm |
|
|
|
|
|
|
Offset Z direction |
0.000000 |
mm |
|
|
|
|
|
|
Length/Width Ratio |
1.000000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
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|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Sliding and Overturning |
Value |
Unit |
|
|
|
|
|
|
Coefficient of friction |
0.500000 |
|
|
|
|
|
|
|
Factor of safety against sliding |
1.500000 |
|
|
|
|
|
|
|
Factor of safety against overturning |
1.500000 |
|
|
|
|
|
|
|
Consider Passive Earth Pressure |
No |
|
|
|
|
|
|
Consider Cohesion Effect |
No |
|
|
|
|
|
|
|
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R42C3:R42C4 List "Uniform Thickness,Sloped" R45C4:R56C4,R26C4:R27C4,R21C4,R11C4:R12C4,R31C4,R34C4 List "m, dm, cm, mm, ft, in" R25C3:R25C4 List "Cohesionless Soil,Cohesive Soil" R32C3:R32C4 List "Fixed Top,Fixed Bottom" R28C4,R10C4 List "kip/ft3, lb/ft3, kip/in3, lb/in3, kg/m3, kN/m3, n/mm3" R13C4:R14C4,R29C4,R35C4:R36C4,R33C4 List "kip/in2, kip/ft2, psi, ksi, kN/m2, N/mm2, kN/mm2, Mpa, kPa, Pa" R67C3:R67C4,R68C3:R68C4 List "Yes,No" R28C7 (R4C7+5)>=ROW() (R4C7+5)<ROW() R5C7:R4000C7 (R4C7+4)>=ROW() (R4C7+4)<ROW() R67C4:R83C4,R72C11,R63C5:R83C6,R63C2:R64C2,R5C10:R4000C10,R67C2:R83C2,R63C4:R64C4,R64C2:R68C4 (R4C10+4)>=ROW() (R4C10+4)<ROW() R48C2:R56C4,R25C2:R25C4 R7C2<>"Chinese" R33C2:R33C4 AND(R7C2<>"Indian",R7C2<>"Chinese") R50C2:R56C4 R33C3<>"Steps Footing" R33C3:R33C4 AND(R7C2="Indian",OR(R33C3="Steps Footing",R33C3="Tapered Footing")) R38C2:R38C4,R42C2:R42C4 R33C3<>"Sloped Footing" R43C2:R44C4,R47C2:R47C4,R39C2:R41C4 R34C3="Set Dimension" R39C2:R39C4 R34C3="Fixed Length" R40C2:R40C4 R34C3="Fixed Width" R7C4 List "ACI 318-05,ACI 318-11,ACI 318-14"