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Situation 4: A W12x106 simply supported beam carries a uniformly distributed load. The properties of the section relevant to the problem are as follow: Use A50 steel and Cb = 1.14 d-328 mm bf = 310 mm tf = 25.1 mm tw = 15.5 mm kdes = 40.4 mm ry-79.0 mm Ix=388 x 10^6 mm^4 ly- 125 x 10^6 mm^4 Sx=2380 x 10^3 mm^3 Zx - 2690 x 10^3 mm^3 J-3800 x 10^3 mm^3 Cw=2870 x 10^9 mm^6 1. Which of the following nearly gives the Design Strength Moment (LRFD) if the span of the beam is 16m? 565 KN-m 588 KN-m 521 KN - m 511 KN-m

Situation 4: A W12x106 simply supported beam carries a uniformly distributed load. The properties of the section relevant to the problem are as follow: Use A50 steel and Cb = 1.14 d-328 mm bf = 310 mm tf = 25.1 mm tw = 15.5 mm kdes = 40.4 mm ry-79.0 mm Ix=388 x 10^6 mm^4 ly- 125 x 10^6 mm^4 Sx=2380 x 10^3 mm^3 Zx - 2690 x 10^3 mm^3 J-3800 x 10^3 mm^3 Cw=2870 x 10^9 mm^6 1. Which of the following nearly gives the Design Strength Moment (LRFD) if the span of the beam is 16m? 565 KN-m 588 KN-m 521 KN - m 511 KN-m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Situation 4: A W12x106 simply supported beam carries a uniformly distributed load. The properties of the section relevant to the problem are as follow: Use A50 steel and Cb = 1.14 d = 328 mm bf = 310 mm tf = 25.1 mm tw = 15.5 mm kdes = 40.4 mm ry = 79.0 mm Ix = 388 x 10^6 mm^4 ly- 125 x 10^6 mm^4 Sx = 2380 x 10^3 mm^3 Zx=2690 x 10^3 mm^3 J-3800 x 10^3 mm^3 Cw=2870 x 10^9 mm^6 1. Which of the following nearly gives the Design Strength Moment (LRFD) if the span of the beam is 16m? 565 KN-m 588 KN- m 521 KN-m 511 KN-m
Transcribed Image Text:Situation 4: A W12x106 simply supported beam carries a uniformly distributed load. The properties of the section relevant to the problem are as follow: Use A50 steel and Cb = 1.14 d = 328 mm bf = 310 mm tf = 25.1 mm tw = 15.5 mm kdes = 40.4 mm ry = 79.0 mm Ix = 388 x 10^6 mm^4 ly- 125 x 10^6 mm^4 Sx = 2380 x 10^3 mm^3 Zx=2690 x 10^3 mm^3 J-3800 x 10^3 mm^3 Cw=2870 x 10^9 mm^6 1. Which of the following nearly gives the Design Strength Moment (LRFD) if the span of the beam is 16m? 565 KN-m 588 KN- m 521 KN-m 511 KN-m
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