Situation 6: A W18x97 simply supported beam carries a uniformly distributed load. The properties of thesection relevant to the problem are as follow: Use A50 steel and Cb = 1.14d = 472 mmbf = 282 mmtf = 22.1 mmtw = 13.6 mmkdes 32.3 mmry = 67.3 mmlx = 728 x 10^6 mm^4ly = 83.7 x 10^6 mm^4Sx = 3080 x 10^3 mm^3Zx = 3460 x 10^3 mm^3J = 2440 x 10^3 mm^3Cw = 4240 x 10^9 mm^61. Which of the following nearly gives the Design Strength Moment (LRFD) if the span of the beam is 6.0m?O 900 KN- mO 998 KN- mO 1075 KN - mO 888 KN - m

uation 6: A W18x97 simply supported beam carries a uniformly distributed load. The prope ction relevant to the problem are as follow: Use A50 steel and Cb = 1.14 = 472 mm = 282 mm = 22.1 mm = 13.6 mm es = 32.3 mm = 67.3 mm = 728 x 10^6 mm^4 = 83.7 x 10^6 mm^4 = 3080 x 10^3 mm^3 = 3460 x 10^3 mm^3 2440 x 1042 mm^2

uation 6: A W18x97 simply supported beam carries a uniformly distributed load. The prope ction relevant to the problem are as follow: Use A50 steel and Cb = 1.14 = 472 mm = 282 mm = 22.1 mm = 13.6 mm es = 32.3 mm = 67.3 mm = 728 x 10^6 mm^4 = 83.7 x 10^6 mm^4 = 3080 x 10^3 mm^3 = 3460 x 10^3 mm^3 2440 x 1042 mm^2

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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Question

Situation 6: A W18x97 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 = 472 mm
bf = 282 mm
tf = 22.1 mm
tw = 13.6 mm
kdes 32.3 mm
ry = 67.3 mm
lx = 728 x 10^6 mm^4
ly = 83.7 x 10^6 mm^4
Sx = 3080 x 10^3 mm^3
Zx = 3460 x 10^3 mm^3
J = 2440 x 10^3 mm^3
Cw = 4240 x 10^9 mm^6
1. Which of the following nearly gives the Design Strength Moment (LRFD) if the span of the beam is 6.0m?
O 900 KN- m
O 998 KN- m
O 1075 KN - m
O 888 KN - m

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