The design criterion for VEd/VRd,c is displayed as governing, although a shear reinforcement should be designed at this place. In addition, the design of VEd/VRds is missing. Why does this happen?

Answer

In the add-on module, the shear design is performed in the following sequence:

1. VEd/VRd,c
2. VEd/VRd,max
3. VEd/VRd,p

In the course of VEd/VRd,max, the inclination of the concrete strut is determined and in the course of VEd/VRd,s, the reinforcement amount is determined iteratively.

If VEd/VRd,max is not fulfilled in the design process, the subsequent design of VEd/VRd,s is not performed and the design criterion VEd/VRd,c is displayed.

Keywords

Shear force design Exceeding Design ratio

Downloads

Contact us

Contact to Dlubal

Did you find your question?
If not, contact us via our free e-mail, chat, or forum support, or send us your question via the online form.

+49 9673 9203 0

info@dlubal.com

RFEM Main Program
RFEM 5.xx

Main Program

Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements

Price of First License
3,540.00 USD
RSTAB Main Program
RSTAB 8.xx

Main Program

The structural engineering software for design of frame, beam and truss structures, performing linear and nonlinear calculations of internal forces, deformations, and support reactions

Price of First License
2,550.00 USD
RSTAB Concrete Structures
CONCRETE Columns 8.xx

Add-on Module

Reinforced concrete design according to the model column method (method based on nominal curvature)

Price of First License
630.00 USD
RFEM Concrete Structures
RF-CONCRETE Columns 5.xx

Add-on Module

Reinforced concrete design according to the model column method (method based on nominal curvature)

Price of First License
630.00 USD