Civil Engineering - RCC Structures Design - Discussion
Discussion Forum : RCC Structures Design - Section 1 (Q.No. 20)
20.
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is
Discussion:
12 comments Page 2 of 2.
Animesh Mondal said:
5 years ago
For a circular slab carrying a uniformly distributed load, Max negative radial moment 2wr^2/16, the negative bending moment will occur at support. Max positive radial moment wr^2/16, the max positive bending moment will occur at centre. So the answer will be 2.
(3)
B.Singh said:
3 years ago
Maximum + ve Moment = Wa^2/16.
Maximum - ve Moment = Wa^2/8.
So, Ratio is 2 => answer.
Maximum - ve Moment = Wa^2/8.
So, Ratio is 2 => answer.
(2)
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