Civil Engineering - Steel Structure Design - Discussion
Discussion Forum : Steel Structure Design - Section 2 (Q.No. 31)
31.
A long plate girder is subjected to a maximum bending moment M in which permitted allowable bending stress is fb. The economical depth de and the thickness of the web tw, is given by
none of these.
Discussion:
2 comments Page 1 of 1.
Garry said:
8 years ago
This formula is based on the assumption that flanges weight has been reduced to 80% of its original value due to curtailment at different sites if 80% is not used factor 1.21 will come.
Meenal said:
6 years ago
Then what is the correct answer can anybody explain, please?
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