Shear Reinforcement
Equivalent Area-Aeq
Error-%
Case1
3.673E+08
3.670E+08
0.99
Case 2
5.256E+08
5.254E+08
0.99
Case 3
7.159E+08
7.159E+08
~0.99
Case 4
9.799E+08
9.792E+08
0.99
Case 5
1.255E+09
1.254 E+09
0.99
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| Shear Reinforcement | Equivalent Area-Aeq | Error-% | |
| Case1 | 3.673E+08 | 3.670E+08 | 0.99 |
| Case 2 | 5.256E+08 | 5.254E+08 | 0.99 |
| Case 3 | 7.159E+08 | 7.159E+08 | ~0.99 |
| Case 4 | 9.799E+08 | 9.792E+08 | 0.99 |
| Case 5 | 1.255E+09 | 1.254 E+09 | 0.99 |