Civil Engineering - RCC Structures Design - Discussion
Discussion Forum : RCC Structures Design - Section 4 (Q.No. 47)
47.
If W is the uniformly distributed load on a circular slab of radius R fixed at its ends, the maximum positive radial moment at its centre, is
zero
none of these.
Discussion:
10 comments Page 1 of 1.
Garry said:
8 years ago
It is circumferential, not radial.
AMAL ZAD said:
8 years ago
I think the correct answer is A.
AMRENDRA KUMAR said:
8 years ago
Please give the correct answer with an explanation.
Utkarsh said:
7 years ago
Please explain the answer.
Ritesh Sonje said:
7 years ago
Please give the correct answer with an explanation.
Noora said:
7 years ago
@Amal Zad.
A for simply supported slab.
A for simply supported slab.
Amit maurya said:
5 years ago
If w is udl load and end are freely supported then max. The radial and circumferential moment at the center is 3wR^2/16.
And max circumferential .moment at support 2wR^2/16
Radial will be zero. In freely support
Again condition fix at support.
Max. + radial moment at centre wR^2/16.
Max - radial moment at support 2wR^2/16.
Max circumferential moment at centre wR2/16.
And max circumferential .moment at support 2wR^2/16
Radial will be zero. In freely support
Again condition fix at support.
Max. + radial moment at centre wR^2/16.
Max - radial moment at support 2wR^2/16.
Max circumferential moment at centre wR2/16.
(4)
Ashoke said:
5 years ago
Thanks @Amit Maurya.
Akhil kohli said:
5 years ago
Thank you @Amit Maurya.
Khan said:
3 weeks ago
1. Freely Supported (Simply Supported) Edges.
Max Radial Moment at Center:3wR^2/16(with v=0).
Max Radial Moment at Support: Zero.
Max Circumferential Moment at Centre: Zero.
Max Circumferential Moment at Support: 3wR^2/16 (often mentioned as related to negative radial moment)
2. Fixed Edges (Clamped)
Max Positive Radial Moment at Centre: wR^2/16.
Max Negative Radial Moment at Support: 2wR^2/16.
Max Circumferential Moment at Centre: wR^2/16.
Max Radial Moment at Center:3wR^2/16(with v=0).
Max Radial Moment at Support: Zero.
Max Circumferential Moment at Centre: Zero.
Max Circumferential Moment at Support: 3wR^2/16 (often mentioned as related to negative radial moment)
2. Fixed Edges (Clamped)
Max Positive Radial Moment at Centre: wR^2/16.
Max Negative Radial Moment at Support: 2wR^2/16.
Max Circumferential Moment at Centre: wR^2/16.
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