Hi,
In the SFA file below, please look at "Interior" job. When I verified the one-way shear capacity, I computed it to be Vc=348.29kN but the software calculated it to be Vc=335.04kN. My calculations are found below:
Vc = 0.17 * (1) * (2000mm) * (209.1mm) * sqrt(24MPa) * (1/1000) = 348.29kN
Please help me determine why there's a discrepancy.
[CE 196] - Isolated Finalized.sfa
Please check the calculations with the nominal diameter of Bar Size 16 as 15.9 mm. With this value, the effective depth will be 300-75-1.5*15.9=201.15mm
Answer Verified By: Louis Flores