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.
Thanks a lot CLEVEGAR, your reply was really helpful. California building officials are getting tough with the new code requirements with respect to special moment resistant frames, which took effect just 2 months ago. All the while, I thought, I had a great set of plans under review. Thanks again.
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...
Lina,
ubc '97 states:
The following two formulae may be used to determine depth of ebbedment.....
d=A/2(1+(1+4.36h/A)**1/2)
&
d*2=4.25Ph/$b
where: A=2.34P/^b
b=diameter or diagonal of post in feet (m)...
