Using the method of virtual work, determine the vertical deflection at joint E of the frame shown in Fig. P7.49. 15 kN/mG21 D21E21 F 213 mHinge65kN3 mAB– 3 m-|-5 m5 m-2 mE= 200 GPaI = 350 (106) mm+FIG. P7.49, P7.50

Given:- E=200GPa I=350*106mm4 To find:- vertical deflection at joint E

Answered: 15 kN/m G 21 D 21 E 21 F 21 3 m Hinge…

15 kN/m G 21 D 21 E 21 F 21 3 m Hinge 65 kN 3 m A B – 3 m-| -5 m 5 m- 2 m E= 200 GPa I = 350 (106) mm+ FIG. P7.49, P7.50

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

Using the method of virtual work, determine the vertical deflection at joint E of the frame shown in Fig. P7.49.

15 kN/m
G
21 D
21
E
21 F 21
3 m
Hinge
65
kN
3 m
A
B
– 3 m-|
-5 m
5 m-
2 m
E= 200 GPa
I = 350 (106) mm+
FIG. P7.49, P7.50

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