3 and 4 please For number 3 and 4, use the method of sections to determine the forces in the membersindicated. State whether the member is in tension or compression.artu of and for theA evchushve use of SLUL Renmduction storing in a ratriaval svstam distrihuting unloading or posting online or transmittinn in any form or hy any1221s, electronic, mechanical, photocopying, recording, or otherwise of any part of this document, without the prior written permission of SLU, is strictly prohibited.3. Solve for EG, GH, and HJ1 kN2 kN2 kN2 kN1 kN0.46 m2.62 mAnswers:AEGEG = 3.46 kN T;GH = 3.78 kN C:HJ = 3.55 kN C.24 m2.4 m2.4 m2.4 m4. Determine the force in members EH and Gl.E Ja H lbB8 ft8ftG laI lbL15 ft15 t15 t1515R1512 kips12 kips12 kipsNEROIFICALA

NOTE : We’ll answer the first question that is Q3 Please submit a next question again. a) Support…

For number 3 and 4, Use the method of sections to determine the forces in the members indicated. State whether the member is in tension or compression. dfor the ovohuabn una of SL Renmduetion atarina in a mtrinuni vatam distihutinn unlonding ornostinn onina or transmittinn in anv form arhn onic, mechanical, photocopying, recording, or otherwise of any part of this document, without the prior wimen permission of SLU, is strictly prohibited. 3. Solve for EG, GH, and HJ 1 kN 2 kN VER 2 kN 2 kN 1 kN H 0.46 m 2. 62 m Answers: E EG = 3.46 kN T; GH = 3.78 kN C; HJ = 3.55 kN C. 24 m 2.4 m 2.4 m 2.4 m 4. Determine the force in members EH and GI. 8ft G la I Ib 15 15 15R 15R 15 t 15 ft 12 kips 12 kips 12 kips DIFICA

For number 3 and 4, Use the method of sections to determine the forces in the members indicated. State whether the member is in tension or compression. dfor the ovohuabn una of SL Renmduetion atarina in a mtrinuni vatam distihutinn unlonding ornostinn onina or transmittinn in anv form arhn onic, mechanical, photocopying, recording, or otherwise of any part of this document, without the prior wimen permission of SLU, is strictly prohibited. 3. Solve for EG, GH, and HJ 1 kN 2 kN VER 2 kN 2 kN 1 kN H 0.46 m 2. 62 m Answers: E EG = 3.46 kN T; GH = 3.78 kN C; HJ = 3.55 kN C. 24 m 2.4 m 2.4 m 2.4 m 4. Determine the force in members EH and GI. 8ft G la I Ib 15 15 15R 15R 15 t 15 ft 12 kips 12 kips 12 kips DIFICA

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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