The simply supported beam carries a uniformly distributed load over parts of its length. Compute (a) the midspan slope and deflection, (b) the slope and deflection at point C. Segment AC's beam property is worth El and segment BC's beam property is worth 2EI. E = 200 GPa, = 80x106 mm4. Solve problem using the Area Moment Method. %3D www

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter9: Deflections Of Beams
Section: Chapter Questions
Problem 9.7.12P: A simple beam ACE is constructed with square cross sections and a double taper (see figure). The...
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The simply supported beam carries a uniformly distributed load over parts of its length. Compute (a) the midspan slope and deflection, (b) the slope and deflection at point C. Segment AC’s beam property is worth EI and segment BC’s beam property is worth 2EI. E = 200 GPa, I = 80x106 mm4. Solve problem using the Area Moment Method.

2. The simply supported beam carries a uniformly distributed load over parts of its length.
Compute (a) the midspan slope and deflection, (b) the slope and deflection at point C.
Segment AC's beam property is worth El and segment BC's beam property is worth 2EI.
E = 200 GPa, I 80x106 mm4. Solve problem using the Area Moment Method.
www
60 kN
4 kN/m
A
B
-2.5m
-1.5m.
5m
Transcribed Image Text:2. The simply supported beam carries a uniformly distributed load over parts of its length. Compute (a) the midspan slope and deflection, (b) the slope and deflection at point C. Segment AC's beam property is worth El and segment BC's beam property is worth 2EI. E = 200 GPa, I 80x106 mm4. Solve problem using the Area Moment Method. www 60 kN 4 kN/m A B -2.5m -1.5m. 5m
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