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Thank you all guys for your reply. The problem is that I haven't assumed a safety factor but I have derived it. I have designed a shear wall made of reinforced concrete and I had to check if a particular point in the wall is going to fail. I was given the yield stress of the material (100...

Hi, I've calculated the safety factor for the Von Mises Yield Criterion compared to the yield strength of the material. I got a safety factor of 1.075 which is very close to 1. I know that the material is about to fail. However, is there a range of values that the safety factor can have...

Hi, I have modeled a shear wall in SAP2000 (9 m height and 12 m length - x & y directions). I have treated the wall as a plate element. The wall is 0.4 thick in z direction and a non-uniformly distributed horizontal load (wind) is applied to one side of the wall (y & z direction). Usually the...