Civil Engineering - Steel Structure Design - Discussion
Discussion Forum : Steel Structure Design - Section 1 (Q.No. 31)
31.
The area Ap of cover plates in one flange of a built up beam, is given by
none of these.
Discussion:
4 comments Page 1 of 1.
Nilesh GHIDODE said:
6 years ago
Z required = M/bending stress.
Max. Bending stress = 0.66*250 = 165n/mm2.
Always z required <zavailable.
When bending moment increases existing zavailable then extra plate provided for covering to it.
Hence plate area calculate .
Zrequired-zavailable /h.
Max. Bending stress = 0.66*250 = 165n/mm2.
Always z required <zavailable.
When bending moment increases existing zavailable then extra plate provided for covering to it.
Hence plate area calculate .
Zrequired-zavailable /h.
Vatsyayan said:
7 years ago
Z may be behaved as moment mill of area.
Nanadoo said:
9 years ago
What is z?
Is it section modulus?
Is it section modulus?
Shish said:
9 years ago
What is z reqd, z beam here? Anyone tell me.
Post your comments here:
Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers