Very informative. Sir is there is any allowable toereance for delfection of roof truss due to self weight. I heard about L/360 for Live load. Can you pl elborate this.
Hi, What is the difference between Node displacement and Max relative displacement in Staad pro. Can we follow deflection limit in node displacement or max relating displacement
@@Tinytopic Thanks for you reply. Which one need to follow in design. Some client following local deflections and some client asking to follow over all deflection (global.) which is right one.
Very informative. Sir is there is any allowable toereance for delfection of roof truss due to self weight. I heard about L/360 for Live load. Can you pl elborate this.
Refer IS 800 for the limits.
Very Informative... Thanks...
How to define the deflection of portal frame member like PEB structure which have a summit point in middle
Create a dummy point to get exact deflection at that point.
@@Tinytopic thank you
Sir, how about cantilever beam? How to define dj1 and dj2?
Same way
Hi, What is the difference between Node displacement and Max relative displacement in Staad pro. Can we follow deflection limit in node displacement or max relating displacement
Relative displacement shall be used for checking local displacement. Whereas node dispacement shall be used for overall displacement.
@@Tinytopic
Thanks for you reply. Which one need to follow in design. Some client following local deflections and some client asking to follow over all deflection (global.) which is right one.
Both
is 325 is same while using IS 800 LSD and IS 800 code
It will be different as per 800-2007
Thanks.
Welcome