The beam in the figure below is to be loaded with 20kN single axle load, a uniformly distributed live load of 25 kN/m, and a uniformly distributed dead load of 10kN/m. Considering the loads, determine the maximum positive reaction at A.DL = 10 kN/mLL = 25 kN/m20 kNВ5m4 m6 m15m

ILD for reaction at C is shown below:

Answered: The beam in the figure below is to be…

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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The nominal Pn-Mn, interaction diagram is given in Figure P1.4 for a reinforced concrete column with ties in Figure P1.4. If Pn =800 kip, Mn= 200 kip-ft, will the column fail or not? (Hint: use Ø valve to generate the ultimate strength curve per AC1318 code).
A steel beam, of lengths a = 6 m and b = 3 m and a hollow box cross section, is supported by a hinge support A and roller support B, see Figure Q.1. The width and height of the cross section are 200 mm and 300 mm, respectively, and the wall thickness of the cross section is 5 mm. The beam is under a distributed load of the intensity that linearly varies from q=0 kN/m to q = 3.1 kN/m for AB span; and is constant with q = 3.1 kN/m for BC span. The Young's modulus of steel is 200 GPa. A y, v a 5 mm 200 mm Figure Q.1 9 A B 300 mm b C X
A steel beam, of lengths a= 6 m and b= 3 m and a hollow box cross section, is supported by a hinge support A and roller support B, see Figure Q.1. The width and height of the cross section are 200 mm and 300 mm, respectively, and the wall thickness of the cross section is 5 mm. The beam is under a distributed load of the intensity that linearly varies from q = 0 kN/m to q = 3.1 kN/m for AB span; and is constant with q= 3.1 kN/m for BC span. The Young's modulus of steel is 200 GPa. Part A Calculate: A y, v a 5 mm 200 mm Figure Q.1 9 S B 300 mm b с X

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The beam in the figure below is to be loaded with 20kN single axle load, a uniformly distributed live load of 25 kN/m, and a uniformly distributed dead load of 10 kN/m. Considering the loads, determine the maximum positive reaction at A. 20 kN DL = 10 kN/m LL = 25 kN/m