2. For the beam loaded as shown,(a) draw completely the shear and moment diagrams conventionally(b) locate the point of maximum deflection and(c) compute the deflection at 2.10 m from the extreme left.The modulus of elasticity is 200,000 MPa while the centroidal moment of inertia is709 (106) mm².7-3 KN/m0.9 m1.2 m9 KN10.22 KN/m1.8 m9 KN17.52 KN/m1.2 m7.3 KN/m0.9 m

Answered: Image /qna-images/answer/5af524a2-dce5-44c1-a1a8-b73aa6744daf.jpg

(a) draw completely the shear and moment diagrams conventionally (b) locate the point of maximum deflection and (c) compute the deflection at 2.10 m from the extreme left. e modulus of elasticity is 200,000 MPa while the centroidal moment of inertia is 9 (106) mm². 7-3 KN/m 0.9 m 1.2 m 9 KN 10.22 KN/m 1.8 m 9 KN 17.52 KN/m 1.2 m 7-3 KN/m 0.9 m

(a) draw completely the shear and moment diagrams conventionally (b) locate the point of maximum deflection and (c) compute the deflection at 2.10 m from the extreme left. e modulus of elasticity is 200,000 MPa while the centroidal moment of inertia is 9 (106) mm². 7-3 KN/m 0.9 m 1.2 m 9 KN 10.22 KN/m 1.8 m 9 KN 17.52 KN/m 1.2 m 7-3 KN/m 0.9 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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