Can you pleaae provide only space gass drawing procedure that how to draw properly.I need to learn to share and explain my junior student. Appendix 1 shows a structural drawing of the first floor of a random building. The labels "C" indicatethe locations of columns. The beams are shown between columns. As a structural engineer, you needto 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 asimply-supported secondary beam and the support reactions of the beam are 12 kN. Includeonly 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 momentdistribution method. Tabulate your solutions in a table. Then, draw the shear force and tensionside 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 ofD2-4 is twice that of D1-2? ABODEF17500340036003600360033001€522221219417503FIRST FLOOR PLANSCALE: NOT TO SCALE5222C4

Answered: Image /qna-images/answer/f3891b96-72c9-4eec-bc06-3b0c1b3e60c0.jpg

Appendix I shows a structural drawing of the first floor of a random building. The labels "C" indicat 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. Includ 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 momen distribution method. Tabulate your solutions in a table. Then, draw the shear force and tensio side bending moments of the beam. Compare your answer with Space Gass. What will happen to the bending moment diagram of the beam if the modulus of elasticity o D2-4 is twice that of D1-2?

Appendix I shows a structural drawing of the first floor of a random building. The labels "C" indicat 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. Includ 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 momen distribution method. Tabulate your solutions in a table. Then, draw the shear force and tensio side bending moments of the beam. Compare your answer with Space Gass. What will happen to the bending moment diagram of the beam if the modulus of elasticity o D2-4 is twice that of D1-2?

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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