UsetheUnitLoadMethodtocomputethe horizontal displacement AAX of joint A of thefollowing planar frame. Assume that the frame hasa roller support at A, a simple support at C, and thatall members have same El. Express your answer asa positive EIAAX value (e.g. EIAX = 120). Drop anyminus sign from your answer.Cd4El = constantC= 200 GPaI= 500(106) mm4d1d2d3Assume thatW = 15 kN/mP = 10 kNd1 = 1.5 md2 = 1.5 md3 = 4 md4 = 4 mThe value of EIAAX is equal to:

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Use the Unit Load Method to co the horizontal displacement AAX of joint A following planar frame. Assume that the fram a roller support at A, a simple support at C, ar all members have same El. Express your ans x = 120). Dre a positive EIAx value (e.g. EIAX minus sign from your answer. w B

Use the Unit Load Method to co the horizontal displacement AAX of joint A following planar frame. Assume that the fram a roller support at A, a simple support at C, ar all members have same El. Express your ans x = 120). Dre a positive EIAx value (e.g. EIAX minus sign from your answer. w B

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

Use
the
Unit
Load
Method
to
compute
the horizontal displacement AAX of joint A of the
following planar frame. Assume that the frame has
a roller support at A, a simple support at C, and that
all members have same El. Express your answer as
a positive EIAAX value (e.g. EIAX = 120). Drop any
minus sign from your answer.
C
d4
El = constant
C= 200 GPa
I= 500(106) mm4
d1
d2
d3
Assume that
W = 15 kN/m
P = 10 kN
d1 = 1.5 m
d2 = 1.5 m
d3 = 4 m
d4 = 4 m
The value of EIAAX is equal to:

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