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Solve for the reactions of the beam (Example 3 in our class notebook) for the loading shown and support settlements of 10mm at 1, 65mm at 2, 40mm at 3, and 25mm at 4. 120 H 2 767 120 ↓ *6*4* * 10 2 21 3 150 I 3 6-+ 4+6+4+ 10 E=200 GPG I=500x106 mm Ч 4

Solve for the reactions of the beam (Example 3 in our class notebook) for the loading shown and support settlements of 10mm at 1, 65mm at 2, 40mm at 3, and 25mm at 4. 120 H 2 767 120 ↓ *6*4* * 10 2 21 3 150 I 3 6-+ 4+6+4+ 10 E=200 GPG I=500x106 mm Ч 4

Structural Analysis
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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Solve for the reactions of the beam for the loading shown and support settlements of 10mm at 1, 65mm at 2, 40mm at 3, and 25mm at 4.

Solve for the reactions of the beam (Example 3 in our class notebook) for the loading shown and support settlements of 10mm at 1, 65mm at 2, 40mm at 3, and 25mm at 4. 120 I 2 77 *6*4* * 10 120 2 21 3 10 E=200GP9 150 I 3 6-4*64* 4*+ Ч I=500x106 mm 4
Transcribed Image Text:Solve for the reactions of the beam (Example 3 in our class notebook) for the loading shown and support settlements of 10mm at 1, 65mm at 2, 40mm at 3, and 25mm at 4. 120 I 2 77 *6*4* * 10 120 2 21 3 10 E=200GP9 150 I 3 6-4*64* 4*+ Ч I=500x106 mm 4
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