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A beam AB, 3 m long is hinged to a wall at end A and is supported by a tie rod DE which is hinged to the wall at end E and also hinged to a vertical bracket CD at end D as shown in the figure. The beam carries a uniform distributed load of P = 7.0 kN/m throughout its length along with a point load of Q = 3.5 kN at its free end B. The magnitude of the maximum positive bending moment in kN-m is K Tie roch 2-5m OKN P KN/m O-5M -2m 求im

A beam AB, 3 m long is hinged to a wall at end A and is supported by a tie rod DE which is hinged to the wall at end E and also hinged to a vertical bracket CD at end D as shown in the figure. The beam carries a uniform distributed load of P = 7.0 kN/m throughout its length along with a point load of Q = 3.5 kN at its free end B. The magnitude of the maximum positive bending moment in kN-m is K Tie roch 2-5m OKN P KN/m O-5M -2m 求im

Elements Of Electromagnetics
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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A beam AB, 3 m long is hinged to a wall at end A and is supported by a tie rod DE which is hinged to the wall at end E and also hinged to a vertical bracket CD at end D as shown in the figure. The beam carries a uniform distributed load of P = 7.0 kN/m throughout its length along with a point load of Q = 3.5 kN at its free end B. The magnitude of the maximum positive bending moment in kN-m is Tie rocd 2-5m QKN P KN/m 0-5m -2 m Im
Transcribed Image Text:A beam AB, 3 m long is hinged to a wall at end A and is supported by a tie rod DE which is hinged to the wall at end E and also hinged to a vertical bracket CD at end D as shown in the figure. The beam carries a uniform distributed load of P = 7.0 kN/m throughout its length along with a point load of Q = 3.5 kN at its free end B. The magnitude of the maximum positive bending moment in kN-m is Tie rocd 2-5m QKN P KN/m 0-5m -2 m Im
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