Civil Engineering - RCC Structures Design - Discussion
Discussion Forum : RCC Structures Design - Section 1 (Q.No. 40)
40.
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at
Discussion:
6 comments Page 1 of 1.
Said ali said:
1 decade ago
Moment formula we are using is (wl^2 / 8) which mid span moment.
Dinesh said:
1 decade ago
Designing is at the point which has maximum bending moment.
So answer should be mid span.
So answer should be mid span.
Dipankar ghosh said:
1 decade ago
In a simply supported beam structure with udl bm always act at mid span with value wl2/8.
Harsha G said:
9 years ago
Since BM is maximum at midspan, design should be done for maximum bending moment so that it will take care for other section.
(1)
Nikhil said:
6 years ago
For UVL?
Hareram sah said:
3 years ago
For UVL: at Wl^2/(9√3).
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