I want to learn how to design and detail the flat plate.
I need your suggestions as to the best source of reference material other than code. Thanks in advance.
Chap 22 Div 1 Sec 2211.7.2.1, 1994 UBC states;
V=(joint 'panel zone' shear strength)
formula 11-1
for a joint composed of given sections.
In my case I have a single bent, fixed at the top and pinned at base. Girder = Columns = W12x30.
Can anyone...
Chap 22 Div 1 Sec 2211.7.2.1, 1994 UBC states;
V=(joint 'panel zone' shear strength)
formula 11-1
for a joint composed of given sections.
In my case I have a single bent, fixed at the top and pinned at base. Girder = Columns = W12x30.
Can anyone...
Chap 22 Div 1 Sec 2211.7.2.1, 1994 UBC states;
V=(joint 'panel zone' shear strength)
formula 11-1
for a joint composed of given sections.
In my case I have a single bent, fixed at the top and pinned at base. Girder = Columns = W12x30.
Can anyone...