experience and opinions of single plate shear conn. of steel beam
experience and opinions of single plate shear conn. of steel beam
(OP)
I was wondering what other structural engineers view of single plate shear connections is and what issues have arisen in the field when these have been used? What are your added concerns and opinions? Is this type of connection conservative enough for your comfort in design?
(See pp. 4-54 to 4-56 in the ASD Manual of Steel Construction 9th ed.)
What is your preferred connection for simple shear and why?
(See pp. 4-54 to 4-56 in the ASD Manual of Steel Construction 9th ed.)
What is your preferred connection for simple shear and why?






RE: experience and opinions of single plate shear conn. of steel beam
For larger reactions I am using double angles.
RE: experience and opinions of single plate shear conn. of steel beam
RE: experience and opinions of single plate shear conn. of steel beam
RE: experience and opinions of single plate shear conn. of steel beam