Two-Way Slab Required Strength.

Owned by İsmail Hakki BESLER
Last updated: Nov 03, 2022 by Zeynep Aladağ
1 min read

Rigid and semi-rigid diaphram conditions should be choosen by user according to irregularities defined in Codes.

Analysis is done automatically according to finite element method.

Required strength is designed to analyse with Load Factors and Combinations

International Design Codes

ACI 318-19 : https://idecad.atlassian.net/wiki/spaces/IKP/pages/1529479675

TSC 2018 : https://idecad.atlassian.net/wiki/spaces/IKP/pages/1820725924

Symbols in ACI 318-19

Mu = factored flexural moment at section, lb
Mn = nominal flexural strength at section, in.-lb
Vn = nominal shear strength, lb
Vu = factored shear force at section, 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 Codes.