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 : Two-Way Slab Required Strength per ACI 318-19 with ideCAD

TSC 2018 : Punching Shear Stress at Critical Section (7.11.8)

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.