Helllo Gentlmen;
i have a clear span frame with crane and Platform at right side column as per attached.my question is under which load case to include the dead load and live of the platform?
Option No.1:to combine the dead load and live load of platform and put it under collateral load...
Hi gentlemen;
the end wall posts are connected to the bottom flange of the the end wall roof beam.so when the wind force applied to the end wall posts an transferred to the roof beam what prevent the endwall roof beam from turning or twisting.(because purins are at the top flange)
Hello everyone;
If i have an window opening on the end wall,as per design i need to add sag rods for this girt so can i cut this sag rods at the location of window? as per attached drawing. http://files.engineering.com/getfile.aspx?folder=1f40cbeb-a3f5-4471-9989-7551b3bf6b84&file=sag_rods.png
I have a fixed column base of straight built up steel column. i want to know if I provided a non shrinkable grout under the base plate will this help in reducing the base plate thickness in the compression side of the plate or even general reduction.
hello every body;
i want to know the minimum allowable deflection limit for cantilever built-up I section purlin in code mbma96? the purlin supports a panel.
