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

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 lx = 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 2.5m? 878 KN-m 793 KN-m 836 KN-m 811 KN m
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