Civil Engineering - Steel Structure Design - Discussion
Discussion Forum : Steel Structure Design - Section 3 (Q.No. 9)
9.
The maximum tensile and compressive bending stress in extreme fibres of rolled I-sections and channels on the effective section, is
Discussion:
5 comments Page 1 of 1.
Karan said:
6 years ago
@ Amu Bokato.
The bending compression asked in question so in both cases bending tension and bending compression value should be. 66fy.
The bending compression asked in question so in both cases bending tension and bending compression value should be. 66fy.
Amu bokato said:
6 years ago
@Yuvi
Is 0.66y for both tension and compression combined or how? Please explain.
Is 0.66y for both tension and compression combined or how? Please explain.
Ankit said:
9 years ago
The correct answer should be A.
Yuvi said:
8 years ago
. 66fy=.66 * 2500 = 1650.
Amanda said:
9 years ago
How? Explain.
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