b) Beam AE designed by 1FKM Sdn Bhd is supported and loaded as shown in Figure Q5b. (1) Draw the free-body diagram of the beam AE. (i) Determine the reaction at the supports A and E. (ii) Draw the shear-force and bending-moment diagrams for the beam AE. (iv) What is the maximum bending moment and at which location does it occur? FBD →²Fx=6²@ ) particle •2ty=0) y M₁ = 0-2a = 0 = ba Rigid bodig hinge 6 kN-m 2 m O B Minch. 2m 2 kN C 4 m ¹7:4kN 1 kN/m MEN D 4 m E NOT ON X isokule object of 야 10 c) Evaluate the shear force and bending moment in terms of a distance x in section CD and their values at a distance 5 m from point A of the beam AE in Figure Q5b.

b) Beam AE designed by 1FKM Sdn Bhd is supported and loaded as shown in Figure Q5b. (1) Draw the free-body diagram of the beam AE. (i) Determine the reaction at the supports A and E. (ii) Draw the shear-force and bending-moment diagrams for the beam AE. (iv) What is the maximum bending moment and at which location does it occur? FBD →²Fx=6²@ ) particle •2ty=0) y M₁ = 0-2a = 0 = ba Rigid bodig hinge 6 kN-m 2 m O B Minch. 2m 2 kN C 4 m ¹7:4kN 1 kN/m MEN D 4 m E NOT ON X isokule object of 야 10 c) Evaluate the shear force and bending moment in terms of a distance x in section CD and their values at a distance 5 m from point A of the beam AE in Figure Q5b.

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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Compound axial member ABC has a uniform diameter of d = 1.25 in. • Segment (1) is an aluminum [E1 = 10000 ksi] alloy. The length of segment (1) is L1 = 100 in. %3D Segment (2) is a copper [E2 = 17000 ksi] alloy. The length of segment (2) is L2 = 140 in. %3D When axial force Pis applied, a strain gage attached to copper segment (2) measures a normal strain of ɛ2 = 1500 uin./in. in the longitudinal direction. What is the total elongation of member ABC? L1 P L2 A Aluminum В d Copper c'P Answer: AL = in. %3D
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