The rigid frame shown is supported by a hinge at A and roller at C. It carries a triangular distributed load with magnitude of 900 kN/m from point B to point D. Neglecting axial deformation, determine the following: 900 kN/m T 2.0 m 4.0 m E = 200 GPa |= 260 x 10° mm4 A 3.0 m A. Vertical reaction at support C. B. Resultant reaction of support A. C. Horizontal deflection at support C.

The rigid frame shown is supported by a hinge at A and roller at C. It carries a triangular distributed load with magnitude of 900 kN/m from point B to point D. Neglecting axial deformation, determine the following: 900 kN/m T 2.0 m 4.0 m E = 200 GPa |= 260 x 10° mm4 A 3.0 m A. Vertical reaction at support C. B. Resultant reaction of support A. C. Horizontal deflection at support C.

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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