V 30 kN/m A B C 6 m - 3m → A 9-meter propped beam is acted upon by a triangular distributed load as shown above. Using the specified coordinate system shown, A. B. C. D. X Derive the relationships between the unknown reactions using equilibrium. Set-up the moment function of the beam in terms of the unknown reactions. Enumerate the boundary conditions of the beam. Determine the unknown reactions and integration constants, C1 and C2.

V 30 kN/m A B C 6 m - 3m → A 9-meter propped beam is acted upon by a triangular distributed load as shown above. Using the specified coordinate system shown, A. B. C. D. X Derive the relationships between the unknown reactions using equilibrium. Set-up the moment function of the beam in terms of the unknown reactions. Enumerate the boundary conditions of the beam. Determine the unknown reactions and integration constants, C1 and C2.

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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