SITUATION. A 5m steel beam carries a concentrated live load P at the midspan and a uniformly distributed deadload of 15kN/m acting all throughout the beam. Determine the required moment of inertia to not exceed the deflection due to dead load to 16mm. ) 38.15 O 38.15x105 O 38.15x104 O 38.15x106

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Refer to the previous problem.
Determine the value of P so that the deflection due to live load and deflection due to dead load is
equal.
O 46.88
O 43.44
O 137.67
O 23.78
Transcribed Image Text:Refer to the previous problem. Determine the value of P so that the deflection due to live load and deflection due to dead load is equal. O 46.88 O 43.44 O 137.67 O 23.78
SITUATION. A 5m steel beam carries a concentrated live load P at the midspan and a uniformly
distributed deadload of 15KN/m acting all throughout the beam.
Determine the required moment of inertia to not exceed the deflection due to dead load to 16mm.
38.15
O 38.15x105
38.15x104
O 38.15x106
Transcribed Image Text:SITUATION. A 5m steel beam carries a concentrated live load P at the midspan and a uniformly distributed deadload of 15KN/m acting all throughout the beam. Determine the required moment of inertia to not exceed the deflection due to dead load to 16mm. 38.15 O 38.15x105 38.15x104 O 38.15x106
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