Problems 8.1: Use the virtual work method to determine the horizontal and vertical deflections at joint B of the truss shown in Fig. P8.1. 120 kN B 4 m Figure P8.1 * 3 m EA = constant E = 200 GPa, A = 1500 mm %3D (ABH= 9.6 mm- Agy= 2.13 mm)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 59P
icon
Related questions
Question
Problems
8.1: Use the virtual work method to determine the horizontal
and vertical deflections at joint B of the truss shown in Fig.
P8.1.
*120 KNQB
4 m
3 m
Figure PS.1
EA = constant
%3D
E = 200 GPa, A = 1500 mm
(ABH= 9.6 mm
Agy 2.13 mm)
Transcribed Image Text:Problems 8.1: Use the virtual work method to determine the horizontal and vertical deflections at joint B of the truss shown in Fig. P8.1. *120 KNQB 4 m 3 m Figure PS.1 EA = constant %3D E = 200 GPa, A = 1500 mm (ABH= 9.6 mm Agy 2.13 mm)
Expert Solution
steps

Step by step

Solved in 2 steps with 9 images

Blurred answer
Knowledge Booster
Matrix algebra for structural analysis
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,