A 10-ft long overhanging beam is loaded as shown. Determine the following: 10 kips 8 kips 5 kips 5 kip-ft K 3 ft -1 ft A B 2 ft . 4 ft C D E 1. Reaction at D (kips) 2. Shear at C (kips) 3. Moment at D (kip-ft) 4. Maximum shear (kips) W 5. Maximum moment (kip-ft) A 10-ft long overhanging beam is loaded asshown. Determine the following:10 kips8 kips5 kips3 kip-t28A BCDE1. Reaction at D (kips)2. Shear at C (kips)3. Moment at D (kip-ft)4. Maximum shear (kips)5. Maximum moment (kip-ft)

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A 10-ft long overhanging beam is loaded as shown. Determine the following: 10 kips 8 kips 5 kips 3 kip-it 38 28 A B D E 1. Reaction at D (kips) 2. Shear at C (kips) 3. Moment at D (kip-ft) 4. Maximum shear (kips) 5. Maximum moment (kip-ft)

A 10-ft long overhanging beam is loaded as shown. Determine the following: 10 kips 8 kips 5 kips 3 kip-it 38 28 A B D E 1. Reaction at D (kips) 2. Shear at C (kips) 3. Moment at D (kip-ft) 4. Maximum shear (kips) 5. Maximum moment (kip-ft)

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter6: Stresses In Beams (advanced Topics)

Section: Chapter Questions

Problem 6.10.20P: .20 Determine the plastic moment Mpfor beam having the cross section shown in the figure ey=210 MPa.

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Question

A 10-ft long overhanging beam is loaded as shown. Determine the following: 10 kips 8 kips 5 kips 5 kip-ft K 3 ft -1 ft A B 2 ft . 4 ft C D E 1. Reaction at D (kips) 2. Shear at C (kips) 3. Moment at D (kip-ft) 4. Maximum shear (kips) W 5. Maximum moment (kip-ft)

A 10-ft long overhanging beam is loaded as
shown. Determine the following:
10 kips
8 kips
5 kips
3 kip-t
28
A B
C
D
E
1. Reaction at D (kips)
2. Shear at C (kips)
3. Moment at D (kip-ft)
4. Maximum shear (kips)
5. Maximum moment (kip-ft)

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