Civil Engineering - GATE Exam Questions - Discussion
Discussion Forum : GATE Exam Questions - Section 1 (Q.No. 47)
47.
Un-factored maximum bending moments at a section of a reinforced concrete beam resulting from a frame analysis are 50, 80, 120 and 180 kNm under dead, live, wind and earthquake loads respectively. The design moment (kNm) as per IS: 456-2000 for the limit state of collapse (flexure) is
Discussion:
12 comments Page 2 of 2.
Vamsi said:
1 decade ago
What about wind load?
Anupama said:
1 decade ago
1.2 DL+1.2 LL+1.2 EQ = DESIGN MOMENT.
1.2*50 + 1.2*80 + 1.2*180 = DESIGN MOMENT.
60+96+216 = DESIGN MOMENT.
DESIGN MOMENT = 372.
1.2*50 + 1.2*80 + 1.2*180 = DESIGN MOMENT.
60+96+216 = DESIGN MOMENT.
DESIGN MOMENT = 372.
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