2. Cantilever Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and X are rigid supports. Column HMS (400mm x 400 mm) Column ADINT (500 mm x 600 mm) Column BEJOU (600 mm x 600 mm) Column CFKPV (500 mm x 600 mm) Column GLQW (500 mm x 500 mm) Column RX (300mm x 300 mm) Determine the following. a) The shear forces in columns and girders. The axial forces in columns and girders. b) c) The moment at the end of each member. d) Summarize your results by drawing the frame with the internal forces.

2. Cantilever Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and X are rigid supports. Column HMS (400mm x 400 mm) Column ADINT (500 mm x 600 mm) Column BEJOU (600 mm x 600 mm) Column CFKPV (500 mm x 600 mm) Column GLQW (500 mm x 500 mm) Column RX (300mm x 300 mm) Determine the following. a) The shear forces in columns and girders. The axial forces in columns and girders. b) c) The moment at the end of each member. d) Summarize your results by drawing the frame with the internal forces.

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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