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The length of the (12 mm) diameter steel wire CD has been adjusted so that with no applied, a gap of (6 mm) exists between the end B of the rigid beam ACB and a contact point E. Knowing that (E = 200GPA) , determined where a (4.2 kN) concentrated load should be placed on the beam in order to cause contact between B and E. D 3 m 4.2 kN X- B A 6 mm 4.5 m 1.5 m

The length of the (12 mm) diameter steel wire CD has been adjusted so that with no applied, a gap of (6 mm) exists between the end B of the rigid beam ACB and a contact point E. Knowing that (E = 200GPA) , determined where a (4.2 kN) concentrated load should be placed on the beam in order to cause contact between B and E. D 3 m 4.2 kN X- B A 6 mm 4.5 m 1.5 m

Structural Analysis
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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Q.No. M The length of the (12 mm) diameter steel wire CD has been adjusted so that with no applied, a gap of (6 mm) exists between the end B of the rigid beam ACB and a contact point E. Knowing that (E = 200GPA), determined where a (4.2 kN) concentrated load should be placed on the beam in order to cause contact between B and E. D 4.2 kN X- T 1 50 3 m B 6 mm 4.5 m 1.5 m
Transcribed Image Text:Q.No. M The length of the (12 mm) diameter steel wire CD has been adjusted so that with no applied, a gap of (6 mm) exists between the end B of the rigid beam ACB and a contact point E. Knowing that (E = 200GPA), determined where a (4.2 kN) concentrated load should be placed on the beam in order to cause contact between B and E. D 4.2 kN X- T 1 50 3 m B 6 mm 4.5 m 1.5 m
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