Determine the reactions for the beam in the given figure. When & uniform load is applied, the fixed support rotates clockwise 0.003 rad and support settles 0.2 in. Given: E=30,000 kips/in.2 and/= 240 in.4. 0.003 rad w = 4 kips/ft The reaction for the beam at point A is RA= The reaction for the beam at point Bis Rg= The moment for the beam at point A is MA = C kips. kips. kip-ft.

Determine the reactions for the beam in the given figure. When & uniform load is applied, the fixed support rotates clockwise 0.003 rad and support settles 0.2 in. Given: E=30,000 kips/in.2 and/= 240 in.4. 0.003 rad w = 4 kips/ft The reaction for the beam at point A is RA= The reaction for the beam at point Bis Rg= The moment for the beam at point A is MA = C kips. kips. kip-ft.

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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