The beam is subjected to a uniform live load of1.2 kN/mkN/m, a dead load of 0.5 kN/mkN/m, and a single live load of 45 kNkN. Assume AA and CC are roller, and BB is a short link. Follow the sign convention. The distributed live load can be applied to several segments of the beam that are not necessarily adjacent. (Figure 1) A)The beam is subjected to a uniform live load ofl1.2 kN/mkN/m, a dead load of 0.5 kN/mkN/m, and a single live load of 45 kNkN. Assume AA and CC are roller, and BB is a short link. Follow the sign convention. The distributed live load can be applied to several segments of the beam that are not necessarily adjacent. (Figure 1) B)Determine the maximum positive shear at EE. yO D B E 4 m 4 m 4 m 4 m

The beam is subjected to a uniform live load of1.2 kN/mkN/m, a dead load of 0.5 kN/mkN/m, and a single live load of 45 kNkN. Assume AA and CC are roller, and BB is a short link. Follow the sign convention. The distributed live load can be applied to several segments of the beam that are not necessarily adjacent. (Figure 1) A)The beam is subjected to a uniform live load ofl1.2 kN/mkN/m, a dead load of 0.5 kN/mkN/m, and a single live load of 45 kNkN. Assume AA and CC are roller, and BB is a short link. Follow the sign convention. The distributed live load can be applied to several segments of the beam that are not necessarily adjacent. (Figure 1) B)Determine the maximum positive shear at EE. yO D B E 4 m 4 m 4 m 4 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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