Draw the (a) axial, (b) shear and (c) bending moment diagram of the girders. Use portal method for structure (1). All columns have the same area. The beams and columns have the same modulus of elasticity. Assume moment inertia of beam is twice the moment of inertia of columns. (1) 15 kN F E D 6 m A B |C E8m 8 mH

Draw the (a) axial, (b) shear and (c) bending moment diagram of the girders. Use portal method for structure (1). All columns have the same area. The beams and columns have the same modulus of elasticity. Assume moment inertia of beam is twice the moment of inertia of columns. (1) 15 kN F E D 6 m A B |C E8m 8 mH

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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