Civil Engineering - Steel Structure Design - Discussion
Discussion Forum : Steel Structure Design - Section 2 (Q.No. 13)
13.
The bending moment for filler joists at the middle of at intermediate span, is
Discussion:
4 comments Page 1 of 1.
ShAms KhAn said:
4 years ago
For joist it is Wl^2/12.
For Purlins its is Wl^2/10.
For beams it is Wl^2/8.
For Purlins its is Wl^2/10.
For beams it is Wl^2/8.
(2)
Uttam said:
7 years ago
It is right answer.
BM value for filler joist.
* near middle of end span = wl^2/10.
* at support next to end support = -wl^2/10.
* at middle of interior support = wl^2/12.
* at other interior support = -wl^2/12.
BM value for filler joist.
* near middle of end span = wl^2/10.
* at support next to end support = -wl^2/10.
* at middle of interior support = wl^2/12.
* at other interior support = -wl^2/12.
Rubi said:
7 years ago
How? please tell me.
Pramod said:
8 years ago
Answer is A.
Post your comments here:
Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers