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aix s a drawing buildin e locations of columns. The beams are shown between columns. As a structural engineer, you need o make appropriate assumptions for solving this question. a. Knowing that D1-4 is a 200 UB 29.8, sketch a free-body diagram for Beam D1-4. 3C-D is a simply-supported secondary beam and the support reactions of the beam are 12 kN. Include only the self-weight of the beam and external loads from 3C-D in your diagram. b. Determine the internal moments at each support of the beam (D1-4) using the moment distribution method. Tabulate your solutions in a table. Then, draw the shear force and tension side bending moments of the beam. Compare your answer with Space Gass. c. What will happen to the bending moment diagram of the beam if the modulus of elasticity of D2-4 is twice that of D1-2?

aix s a drawing buildin e locations of columns. The beams are shown between columns. As a structural engineer, you need o make appropriate assumptions for solving this question. a. Knowing that D1-4 is a 200 UB 29.8, sketch a free-body diagram for Beam D1-4. 3C-D is a simply-supported secondary beam and the support reactions of the beam are 12 kN. Include only the self-weight of the beam and external loads from 3C-D in your diagram. b. Determine the internal moments at each support of the beam (D1-4) using the moment distribution method. Tabulate your solutions in a table. Then, draw the shear force and tension side bending moments of the beam. Compare your answer with Space Gass. c. What will happen to the bending moment diagram of the beam if the modulus of elasticity of D2-4 is twice that of D1-2?

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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Can you please share only shear force and bending moment space drawings with each steps procedure for learning purpose.

 

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A B O D E F 17500 3400 3600 3600 3600 3300 1 € 5222 2 12194 1750 3 FIRST FLOOR PLAN SCALE: NOT TO SCALE 5222 C 4
Transcribed Image Text:A B O D E F 17500 3400 3600 3600 3600 3300 1 € 5222 2 12194 1750 3 FIRST FLOOR PLAN SCALE: NOT TO SCALE 5222 C 4
Appendix 1 shows a structural drawing of the first floor of a random building. The labels "C" indicate the locations of columns. The beams are shown between columns. As a structural engineer, you need to make appropriate assumptions for solving this question. a. Knowing that D1-4 is a 200 UB 29.8, sketch a free-body diagram for Beam D1-4. 3C-D is a simply-supported secondary beam and the support reactions of the beam are 12 kN. Include only the self-weight of the beam and external loads from 3C-D in your diagram. b. Determine the internal moments at each support of the beam (D1-4) using the moment distribution method. Tabulate your solutions in a table. Then, draw the shear force and tension side bending moments of the beam. Compare your answer with Space Gass. c. What will happen to the bending moment diagram of the beam if the modulus of elasticity of D2-4 is twice that of D1-2?
Transcribed Image Text:Appendix 1 shows a structural drawing of the first floor of a random building. The labels "C" indicate the locations of columns. The beams are shown between columns. As a structural engineer, you need to make appropriate assumptions for solving this question. a. Knowing that D1-4 is a 200 UB 29.8, sketch a free-body diagram for Beam D1-4. 3C-D is a simply-supported secondary beam and the support reactions of the beam are 12 kN. Include only the self-weight of the beam and external loads from 3C-D in your diagram. b. Determine the internal moments at each support of the beam (D1-4) using the moment distribution method. Tabulate your solutions in a table. Then, draw the shear force and tension side bending moments of the beam. Compare your answer with Space Gass. c. What will happen to the bending moment diagram of the beam if the modulus of elasticity of D2-4 is twice that of D1-2?
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