3. Determine the value of El8 at point C for the simply supported beam ABCD.1200 N60 N-m7-1.5m3m-4. Compute the maximum displacement for the wooden cantilever bean that has the cross sectionshown. Use E = 10 GPa for wood.2 kN/m 75 mm0.8 kN/mI150 mm3 mB5. For the overhanging beam, determine the magnitude and sense of Ele over the support at C.1000 lb400 lb/ft4ft-3 ft-6 ft-

Answered: Image /qna-images/answer/25bdbdb1-63eb-4712-b8f6-81eaca0a0f93.jpg

3. Determine the value of Els at point C for the simply supported beam ABCD. 200 N 60 N.m B +1.5 m -3m- ++1.5m 4. Compute the maximum displacement for the wooden cantilever bean that has the cr shown. Use E = 10 GPa for wood.

3. Determine the value of Els at point C for the simply supported beam ABCD. 200 N 60 N.m B +1.5 m -3m- ++1.5m 4. Compute the maximum displacement for the wooden cantilever bean that has the cr shown. Use E = 10 GPa for wood.

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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Concept explainers

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

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3. Determine the value of El8 at point C for the simply supported beam ABCD.
1200 N
60 N-m
7
-1.5m
3m-
4. Compute the maximum displacement for the wooden cantilever bean that has the cross section
shown. Use E = 10 GPa for wood.
2 kN/m 75 mm
0.8 kN/m
I
150 mm
3 m
B
5. For the overhanging beam, determine the magnitude and sense of Ele over the support at C.
1000 lb
400 lb/ft
4ft-3 ft-
6 ft-

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