Q2/Determine the reactions and the force in each member of the trusses shown in Fig 2 using the metho of consistent deformations. D (5000 mm?) (5000 unm) 3 m (4000 mm) (5J00 mm) B (5000 mm) 100 kN 2 pancls at 4 m =8 m E= 200 GPa (4000 mm-)

Q2/Determine the reactions and the force in each member of the trusses shown in Fig 2 using the metho of consistent deformations. D (5000 mm?) (5000 unm) 3 m (4000 mm) (5J00 mm) B (5000 mm) 100 kN 2 pancls at 4 m =8 m E= 200 GPa (4000 mm-)

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

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

Q2/Determine the reactions and the force in each member of the trusses shown in Fig 2 using the metho
of consistent deformations.
D (5000 mm)
(5000 unm)
3 m
(4000 mm)
C
(5000 mm) B (5000 mm)
100 kN
2 pancls at 4 m 8 m
E= 200 GPa
mm-)
000
(日
1000

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