Title: Approximate Analysis of Indeterminate Frames Instruction: Solve the following problem/s and show your complete so

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Title: Approximate Analysis of Indeterminate Frames Instruction: Solve the following problem/s and show your complete so

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Title Approximate Analysis Of Indeterminate Frames Instruction Solve The Following Problem S And Show Your Complete So 1
Title Approximate Analysis Of Indeterminate Frames Instruction Solve The Following Problem S And Show Your Complete So 1 (100.11 KiB) Viewed 87 times
Title Approximate Analysis Of Indeterminate Frames Instruction Solve The Following Problem S And Show Your Complete So 2
Title Approximate Analysis Of Indeterminate Frames Instruction Solve The Following Problem S And Show Your Complete So 2 (34.36 KiB) Viewed 87 times
PLEASE ANSWER IT CORRECTLY. THANK YOU
Title: Approximate Analysis of Indeterminate Frames Instruction: Solve the following problem/s and show your complete solution for each. Input your final answers on the online Form in the link. Variables (a, b, c, and d) can be found on the list on page. You must upload your plate on the last part of the online Form. Problem 1. The indeterminate frame shown below is loaded with lateral forces applied on each level. Using Factor Method, draw the approximate moment and shear diagram of the structure due to the applied loads. Show your complete solution from the determination of girder/column factor, carry over factor, girder/column moment factor up to computation of end-moment for each member. From your computation, provide the following unknowns in the Form; a. Girder factor at joint D, go b. Column factor at joint K, CK C. Girder moment factor at joint F, GF d. Column moment factor at joint E, CE e. Bending moment at column AC, MAC f. Bending moment at girder ED, MED Bending moment at girder CD, MCD h. Bending moment at column HL, MHL i. Shear at column DG, VOG j. Shear at beam HI, MHI

a KN 21 B dm 41 31 a = 33 (kN) b = 38 (kN) c = 18 (kN) d = 3.10 (m) e = 3.60 (m) f = 6.50 (m) g= 5.10 (m) b KN C 21 31 E d m 41 31 51 5 CKN חד F 21 G 31 Н. H 21 e m 41 31 51 41 J K L M M fm gm fm
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