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
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3 and 4 please

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.
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 any
122
1s, 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 HJ
1 kN
2 kN
2 kN
2 kN
1 kN
0.46 m
2.62 m
Answers:
A
E
G
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 Gl.
E Ja H lb
B
8 ft
8ft
G la
I lb
L
15 ft
15 t
15 t
15
15R
15
12 kips
12 kips
12 kips
NER
OIFICALA
Transcribed Image Text: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. 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 any 122 1s, 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 HJ 1 kN 2 kN 2 kN 2 kN 1 kN 0.46 m 2.62 m Answers: A E G 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 Gl. E Ja H lb B 8 ft 8ft G la I lb L 15 ft 15 t 15 t 15 15R 15 12 kips 12 kips 12 kips NER OIFICALA
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