3.15d Calculate the displacements, reactions, and har forces of the trusses shown. A-40 x 10^3 mm² for all chord members and 25 X 10^3 mm² for all web members. E= 200,000 MPa 3.15 Calculate the displacements, reactions, and har forces of the trusses shown. A-40 x 10^3 mm²for all chord members and 25 X 10^3 mm² for all web members. E= 200,000 MPa306 m15m4m⋅¥50(d)4 m

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3.15 Calculate the displacements, reactions, and har forces of the trusses shown. A-40 x 10^3 mm² for all chord members and 25 X 10^3 mm² for all web members. E= 200,000 MPa 30 6 m 1 5m 4m⋅ ¥50 (d) 4 m

3.15 Calculate the displacements, reactions, and har forces of the trusses shown. A-40 x 10^3 mm² for all chord members and 25 X 10^3 mm² for all web members. E= 200,000 MPa 30 6 m 1 5m 4m⋅ ¥50 (d) 4 m

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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Question

3.15d Calculate the displacements, reactions, and har forces of the trusses shown. A-40 x 10^3 mm² for all chord members and 25 X 10^3 mm² for all web members. E= 200,000 MPa

3.15 Calculate the displacements, reactions, and har forces of the trusses shown. A-40 x 10^3 mm²
for all chord members and 25 X 10^3 mm² for all web members. E= 200,000 MPa
30
6 m
1
5m
4m⋅
¥50
(d)
4 m

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