| RECTANGULAR
CANTILEVER SHEAR WALL ANALYSIS WITH OR WITHOUT FLANGES PROGRAM INFO & LIMITATIONS : ( Actual program is available in Super Civil CD ) |
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| SR |
DESCRIPTION |
| 1 | This program calculates % of load shared by each shear wall as per its stiffness. |
| 2 | Only 15 (fifteen) shear walls can be analyzed at a time. |
| 3 | Deflections
for stiffness calculations are for following Loads :
Bending Moment.
Shear Force.
Rotation of Foundation. |
| 4 | In
case the value of modulus of sub grade reaction (MSR) is not available,
it can be calculated as follows.
MSR = SAFE BEARING CAPACITY ÷ PERMISSIBLE SETTLEMENT |
| 5 | In
case there are more than 15 shear walls, the program can be RUN more
number of times to get total stiffness.
Force carried by individual shear wall : = (Individual stiffness ÷ Total stiffness) x GROSS FORCE |
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