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How does ideCAD calculate one-way slab required and design strength according to ACI 318-19?

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Info
  • Rigid and semi-rigid diaphram conditions is choosen by user according to irregularities defined in ASCE 7/16.

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Tip

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Symbols

Mu = factored flexural moment at section, lb
Mn = nominal flexural strength at section, in.-lb

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Required The required strength is designed to analyse with analyze Load Factors and Combinations . Analysis per ACI 318-19 with ideCAD. The analysis is done automatically according to the finite element method. Rigid The user should choose rigid and semi-rigid diaphram diaphragm conditions should be choosen by user according to ASCE 7/16.

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Factored moment

Mu at the support is calculated at the face of support for slabs built integrally with supports.

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