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Very Informative... Thanks....
Thanks for the insight
Are structural steel beams ends touching the column flange meaning no gap or clearance at all whether it's shear or moment connections?
Sir please confirm, Are taking moment for connection from face of the member Or center of Member??
While modeling with no end release in Staad it’s shear Center considered but in reality the connection is on the face . It doesn’t matter much unless the depth of the section is huge .
What about torsion in a shear connection?
Very Informative... Thanks....
Thanks for the insight
Are structural steel beams ends touching the column flange meaning no gap or clearance at all whether it's shear or moment connections?
Sir please confirm, Are taking moment for connection from face of the member Or center of Member??
While modeling with no end release in Staad it’s shear Center considered but in reality the connection is on the face . It doesn’t matter much unless the depth of the section is huge .
What about torsion in a shear connection?