The A992 steel bars are pin connected to the rigid member. If the applied load is 15 kN, determine the force developed in each bar. Bars AB & EF have C.S.A of 50 mm² and bar CD has a C.S.A of 30 mm². F. Fc FE B DE F 0.5 m Tigid member 0.4 m 0.2 m | 0.2 m igie mem ber F.B.D 0.4 m- 0.2 m 0.2 m 15 kN 0.4 m E 0.4 m 15 kN DE 8A - SE E' DE А C' A' 8c - dE

The A992 steel bars are pin connected to the rigid member. If the applied load is 15 kN, determine the force developed in each bar. Bars AB & EF have C.S.A of 50 mm² and bar CD has a C.S.A of 30 mm². F. Fc FE B DE F 0.5 m Tigid member 0.4 m 0.2 m | 0.2 m igie mem ber F.B.D 0.4 m- 0.2 m 0.2 m 15 kN 0.4 m E 0.4 m 15 kN DE 8A - SE E' DE А C' A' 8c - dE

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Concept explainers

Buckling of columns

The column is described as a vertical member of the structure that carries an axial compressive load, and buckling is a lateral deformation of the column under the application of load.

Question

The A992 steel bars are pin connected to the rigid member. If the
applied load is 15 kN, determine the force developed in each bar. Bars
AB & EF have C.S.A of 50 mm² and bar CD has a C.S.A of 30 mm².
F.
FC
FE
B
F
0.5 m
rigid member
0.4 m
0.2 m | 0.2 m
igie mem ber
F.B.D
0.4 m-
15 kN
0.2 m
0.2 m
0.4 m
0.4 m
E
15 kN
DE
– dE
E'
DE
C'
A'
dc - dE

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