This page performs the beam design of beam "VC" of our simple project example.
📝 This calculation has been written in accordance with AS3600:2018.
Calculation
Technical notes and assumptions
Parameters
Tensile (Bottom) Reinforcement:
Shear Check - Method of Analysis
Method for calculating shear factor kv
:General
dg (for general method)
:16mm
εx
:0.00023365065767659684
Design Checks
Flexural util
:0.14385435169714145
ϕVus
:2636.095541501622kN
Shear util
:0.04032068951770275
Shear reinf req?
:REQUIRED
Max shear strength check: