Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Loads and Reactive Forces
Loads are the external influences that a beam experiences under its working conditions. For instance, a beam may be subjected to shear loads, twisting loads, bending moment, and axial loads during its working conditions. Engineers primarily deal with bea…
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I started doing this problem and I’m stuck. I can’t figure out the forces for EF,BE,BC, and CF. Please help. Thank you
AXXON TICONDEROGA AB, BF, CO = 24' B 10 kips ABN 5.8h 2.2k=CO 16' - 0" goo 2,5h 3' - 0" E RA A 5 kips 7 kips 3 bays @ 18' – 0" = 54' – 0" Ray Rax= 10 RAy : 8.7 Roy: 3.3k EN:0 =-18(5)- 34a(7) + Røy (54) + 16(10) = - 182 +Roy (5y) >Ro, 3:34 Rayt Roy - s-7:0 8.7+3.3-5-7: :3:3k ŽF, 0 : Ray-5-7+ 33 = Ray-8.7-> RAy : 8.7 EfxF0 Rax -10→ Rax=10 Joint A AB 8.7. AE T6 2 > AE = 18(87..5 16(8.7 AB- 24 24 24 18 A: 8.7k AE : (6,54 AB: 5.8h AB=58 16(3.37 DC - 24 DC 18(3.3) 24 Joint D 3.3 DF : 215k 24 10 To DF: 22 D:3.3k DF - 2.5k DC: 2.2k DF:2.5h D (OVER for B) Roy :334
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Transcribed Image Text:AXXON TICONDEROGA AB, BF, CO = 24' B 10 kips ABN 5.8h 2.2k=CO 16' - 0" goo 2,5h 3' - 0" E RA A 5 kips 7 kips 3 bays @ 18' – 0" = 54' – 0" Ray Rax= 10 RAy : 8.7 Roy: 3.3k EN:0 =-18(5)- 34a(7) + Røy (54) + 16(10) = - 182 +Roy (5y) >Ro, 3:34 Rayt Roy - s-7:0 8.7+3.3-5-7: :3:3k ŽF, 0 : Ray-5-7+ 33 = Ray-8.7-> RAy : 8.7 EfxF0 Rax -10→ Rax=10 Joint A AB 8.7. AE T6 2 > AE = 18(87..5 16(8.7 AB- 24 24 24 18 A: 8.7k AE : (6,54 AB: 5.8h AB=58 16(3.37 DC - 24 DC 18(3.3) 24 Joint D 3.3 DF : 215k 24 10 To DF: 22 D:3.3k DF - 2.5k DC: 2.2k DF:2.5h D (OVER for B) Roy :334
C1216 30GAO B 10 kips ET241 Homework Problem Set 2 Homework #2: Page 109: 5.29 Calculate the forces in all members of the truss shown, using method of joints. В C 10 kips 16'-0" E 5 kips 7 kips 3 bays @ 18'-0" = 54'- 0" Page 136: 6.9
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Transcribed Image Text:C1216 30GAO B 10 kips ET241 Homework Problem Set 2 Homework #2: Page 109: 5.29 Calculate the forces in all members of the truss shown, using method of joints. В C 10 kips 16'-0" E 5 kips 7 kips 3 bays @ 18'-0" = 54'- 0" Page 136: 6.9
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