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sive force has a magnitude of 1200kN and is acting a w the centroid. The beam has a width of 450mm and c of 10kN/m distributed throughout the span. If a down midspan so that the beam will be leveled horizontally, d load. Use modulus of elasticity of the material E=300

sive force has a magnitude of 1200kN and is acting a w the centroid. The beam has a width of 450mm and c of 10kN/m distributed throughout the span. If a down midspan so that the beam will be leveled horizontally, d load. Use modulus of elasticity of the material E=300

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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A 12m simply supported beam is cambered up by a compressive force acting on its cross-section. The compressive force has a magnitude of 1200kN and is acting at a constant eccentricity of 150mm below the centroid. The beam has a width of 450mm and depth of 600mm and carries a total uniform load of 10kN/m distributed throughout the span. If a downward concentrated load should be added at the midspan so that the beam will be leveled horizontally, determine the magnitude of the concentrated load. Use modulus of elasticity of the material E=30GPa. < 12kN 10KN 15kN 18kN Previous Next
Transcribed Image Text:A 12m simply supported beam is cambered up by a compressive force acting on its cross-section. The compressive force has a magnitude of 1200kN and is acting at a constant eccentricity of 150mm below the centroid. The beam has a width of 450mm and depth of 600mm and carries a total uniform load of 10kN/m distributed throughout the span. If a downward concentrated load should be added at the midspan so that the beam will be leveled horizontally, determine the magnitude of the concentrated load. Use modulus of elasticity of the material E=30GPa. < 12kN 10KN 15kN 18kN Previous Next
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