The indeterminate frame shown below is loaded with lateral forces applied on each level. USING FACTOR METHOD, DRAW THE APPROXIMATE SHEAR AND MOMENT 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. For relative stiffness (K) use this formula K= I/L where I is moment of inertia given in the figure and L is length. 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 theapplied loads. Show your complete solution from the determination of girder/column factor, carry overfactor, 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, gob.Column factor at joint K, CKC.Girder moment factor at joint F, GFGd.Column moment factor at joint E, CEHe.Bending moment at column AD, MADBending moment at girder ED, MEDBending moment at girder CD, McDBending moment at column HL, MHLShear at column DG, VDGShear at beam HI, VHI33 KNB21213.90m30KN3.90m21KN4.40mi.C41F41J4.75mOK313131f.h.j.2131314.60m51E51H51L214.75m41M

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Answered: Problem 1. The indeterminate frame…

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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The indeterminate frame shown below is loaded with lateral forces applied on each level. USING FACTOR METHOD, DRAW THE APPROXIMATE SHEAR AND MOMENT 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. For relative stiffness (K) use this formula K= I/L where I is moment of inertia given in the figure and L is length.

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, GFG
d.
Column moment factor at joint E, CEH
e.
Bending moment at column AD, MAD
Bending moment at girder ED, MED
Bending moment at girder CD, McD
Bending moment at column HL, MHL
Shear at column DG, VDG
Shear at beam HI, VHI
33 KN
B
21
21
3.90m
30KN
3.90m
21KN
4.40m
i.
C
41
F
41
J
4.75m
O
K
31
31
31
f.
h.
j.
21
31
31
4.60m
51
E
51
H
51
L
21
4.75m
41
M

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