Challenge

Project 2 - Review of Shear, Moment & Splice connections in StaadPro Connection Module

AIM: - TO DESIGN AND OPTIMIZE 2D PORTAL FRAME WITH TYPICAL SHEAR MOMENT AND SPLICE JOINT.

IN STAAD CONNECTION MODULE AND GENERATE REPORT

PROCEDURE -

  • 2D portal frame is modelled in staad connect .
  • The frame is analysed and designed .
  • The column and beams bracings are optimized.
  • The connections moment shear splice and bracing are then applied .

BEAM TO COLUMN FLAP SHEAR PLATE CONNECTION

BEAM TO COLUMN FLANGE SHEAR PLATE END CONNECTION

US STANDARD GUSSET PLATE CONNECTION

Conclusion ;- Reports of all 4 connections is being attached below in word format also the std file. Gusset plate connection was being changed to welded from bolted as in Real life we dont use bolted for gusseted .

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