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What is Wall Design Analysis Summary about?
Design section 0 was calculated successfully but the wall moment of 94.65 kN-m/m exceeds the capacity of 135.076 kN-m/m. The maximum wall moment of -94.65 kN-m/m occurred at stage 7. The maximum wall shear of -85.64 kN/m also occurred at stage 7, which is below the capacity of 72.01 kN/m. The maximum support reaction of 184.75 kN/m occurred at stage 7 and passed the critical support check of 0.924.
- Author
- George Haile
- Language
- EN