Civil Engineering - Steel Structure Design - Discussion
Discussion Forum : Steel Structure Design - Section 1 (Q.No. 47)
47.
In a tension member if b is width of plate, t is thickness of plate, p is staggered pitch, g is gauge distance, n is number of rivet holes in zig-zag line, n is number of gauge spaces, d is gross diameter of rivets, then the net sectional area Anet of the plate, is
none of these.
Discussion:
39 comments Page 1 of 4.
Nitesh Sankpal said:
1 decade ago
Basically answer should be A option.
From b holes are deducted and summation of p^2/4g is added. So option is A.
From b holes are deducted and summation of p^2/4g is added. So option is A.
Shashi said:
9 years ago
A is the right answer because in the case of zig zag riveting the net area has looked in books.
AMRIT said:
8 years ago
(B) is the correct answer.
Ref: STEEL STRUCTURE by Rajeev Bhatia page no. 152.
Ref: STEEL STRUCTURE by Rajeev Bhatia page no. 152.
Jasmine said:
5 years ago
Option B is correct.
Ref: SK Duggal, Limit state design of steel structure.
Ref: SK Duggal, Limit state design of steel structure.
Er NK said:
7 years ago
B is the right answer. (For zig-zag or staggered riveting).
Ref: BC Punmia.
Ref: BC Punmia.
Jay Shah said:
1 decade ago
Answer should be A.
Because Net area = Gross area - Area of rivet holes.
Because Net area = Gross area - Area of rivet holes.
Milan Gautami said:
8 years ago
As per IS 800:2007.
IN 6.3.1. Answer A is the correct answer.
IN 6.3.1. Answer A is the correct answer.
Prince said:
4 years ago
Yes, Option A is 100 percent correct. I too agree.
Ajay Desai said:
7 years ago
Option A is the correct option.
Ref: IS 800-2007.
Ref: IS 800-2007.
Pankaj said:
7 years ago
According to my knowledge, option A is correct.
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