Pls. Provide complete solution and drawing. THANKSDon’t forget that the given values are:a= 54(kN)b= 68(kN)c= 27(kN)d= 3.60(m)e= 4.10(m)f= 6.50(m)g= 5.30(m) а KN21B.b KN2131413151с KNF21312141315141KMfmg mfmd md m. 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;Girder factor at joint D, gob.Column factor at joint K, cxa.c.Girder moment factor at joint F, G,d.Column moment factor at joint E, CBending moment at column AC, Mac f.Bending moment at girder ED, MEDg.Bending moment at girder CD, Mcoh.Bending moment at column HL, Mmi.Shear at column DG, Vogj.Shear at beam HI, M

Answered: 5 KN 21 31 E 41 31 51 E KN F 21 31 d m…

Engineering

Civil Engineering

5 KN 21 31 E 41 31 51 E KN F 21 31 d m up

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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Concept explainers

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

Pls. Provide complete solution and drawing. THANKS Don’t forget that the given values are: a= 54(kN) b= 68(kN) c= 27(kN) d= 3.60(m) e= 4.10(m) f= 6.50(m) g= 5.30(m)

а KN
21
B.
b KN
21
31
41
31
51
с KN
F
21
31
21
41
31
51
41
K
M
fm
g m
fm
d m
d m.

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;
Girder factor at joint D, go
b.
Column factor at joint K, cx
a.
c.
Girder moment factor at joint F, G,
d.
Column moment factor at joint E, C
Bending moment at column AC, Mac f.
Bending moment at girder ED, MED
g.
Bending moment at girder CD, Mco
h.
Bending moment at column HL, Mm
i.
Shear at column DG, Vog
j.
Shear at beam HI, M

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