Project 1 - Review of Shear & Moment Connections in RAM Connection
Design and optimize typical shear, moment and Splice joints in RAM Connection for the following structure modelled in Staad Pro. Design and optimize base plate connection.
Structure: A 2D portal frame fixed support spanning 15m with a pitched roof ridge height of 12m, slope of 4 degrees. A uniformly distributed load of 10kN/m is applied on the roof beams. Optimize the beams and columns for 85% utilization and consider splice joints at 6m from base and 3m from beam column joints. Consider a hanger beam shear connected with column support of 4m height at 3m from beam-column corner joint carrying 5kN/m load. Use hot rolled sections.
AIM AND INTRODUCTION - TO DESIGN AND OPTIMIZE SHEAR MOMENT AND SPLICE JOINT IN STAAD PRO-RAM CONNECTION
PROCEDURE - STRUCṬURE 2D PORTAL FRAME FIXED SUPPORT SPANNING 15 M WITH PITCHĒD ROOF RIDGE HEGHT OF
12 M SLOPE OF 4 DEGREES UDL 10KN/M IS APPLIED ON ROOF BEAMS AND SPILICE JOINT 6 M FROM BASE
IS MODELLED IN STAAD PRO.LOADS ARE APPLiED AS DATA GIVEN.
DXF DETAILS AND CALCULATION AND REPORT DETAILS OF END PLATE MOMENT CONNECTION
END PLATE SHEAR CONNECTION
WEB SPLICE COLUMN JOINT CONNECTION
CONCLUSION - THE STAAD PRO CONNENCTION FILE OF COLUMN BEAM 2D FRAME IS ATTACHED