A frame structure experiences a uniformly distributed load as shown in the figure. The structure has two supports which are hinges and internal connections which is pinned as also shown in the figure. All the members are cylindrical tube which has a diameter of 3 inches. Use E = 29(106)psi. a) Find all reactions along X and Y. (Support and Internal) b) Determine the axial deformation of members ABE and DEF. (Use only the internal reactions for getting axial deformation and use inches for the final answer) C 80 lb/ft A 30° -10.00- B 30° -10.00' D E F 10.00'

A frame structure experiences a uniformly distributed load as shown in the figure. The structure has two supports which are hinges and internal connections which is pinned as also shown in the figure. All the members are cylindrical tube which has a diameter of 3 inches. Use E = 29(106)psi. a) Find all reactions along X and Y. (Support and Internal) b) Determine the axial deformation of members ABE and DEF. (Use only the internal reactions for getting axial deformation and use inches for the final answer) C 80 lb/ft A 30° -10.00- B 30° -10.00' D E F 10.00'

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

A frame structure experiences a uniformly distributed load as shown in the figure. The structure
has two supports which are hinges and internal connections which is pinned as also shown in the
figure. All the members are cylindrical tube which has a diameter of 3 inches. Use E =
29(106)psi.
a) Find all reactions along X and Y. (Support and Internal)
b) Determine the axial deformation of members ABE and DEF. (Use only the internal reactions
for getting axial deformation and use inches for the final answer)
C
80 lb/ft
A
30°
-10.00-
B
30°
-10.00'-
D
E
F
10.00'

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