Rigid and semi-rigid diaphram conditions should be choosen by user according to irregularities defined in ASCE 7/16.
Analysis is done automatically according to finite element method.
Required strength is designed to analyse with Load Factors and Combinations
Symbols
Mu = factored flexural moment at section, lb
Mn = nominal flexural strength at section, in.-lb
Required strength is designed to analyse with Load Factors and Combinations. Analysis is done automatically according to finite element method. Rigid and semi-rigid diaphram conditions should be choosen by user according to ASCE 7/16.
Factored moment
Mu at the support is calculated at the face of support for slabs built integrally with supports.
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