A fixed-end beam AB supports a uniform lead of intensity e- 61.8 Ib/ft acting over part of the span. Assume that El- 300 kip-ft. (Solve by the method of superposition. Assume the +rdirection is to the right. the +y-direction is upward, and the positive direction for moments is counterclocksrise. Unless othervise stated, use the statics sign convention.) (a) Calculate the reactions at A and B. (Enter your forces in kips and your moments in kip-ft.) kips kips kip-ft kip-ft (b) Find the maximum displacement (in inches) and its location (in feet). (Enter the magnitude of the displacement. Assume x0 at A.) in. ft (e) Calculate the reactions at A and B if the distributed load is applied from A to B. (Enter your forces in kips and your moments in kip-ft.) A.. kips kips kip-ft kip-ft

A fixed-end beam AB supports a uniform lead of intensity e- 61.8 Ib/ft acting over part of the span. Assume that El- 300 kip-ft. (Solve by the method of superposition. Assume the +rdirection is to the right. the +y-direction is upward, and the positive direction for moments is counterclocksrise. Unless othervise stated, use the statics sign convention.) (a) Calculate the reactions at A and B. (Enter your forces in kips and your moments in kip-ft.) kips kips kip-ft kip-ft (b) Find the maximum displacement (in inches) and its location (in feet). (Enter the magnitude of the displacement. Assume x0 at A.) in. ft (e) Calculate the reactions at A and B if the distributed load is applied from A to B. (Enter your forces in kips and your moments in kip-ft.) A.. kips kips kip-ft 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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