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9) Calculate for the nominal/effective moment of the beam (with the 100 KN and the 5KN/m loads), using a reduction factor of 0.90. 10) Calculate for the nominal/effective moment of the beam (with the 100 KN and the 5KN/m loads), using a safety factor of 1.67. SITUATION II: A propped 10 m cantilever beam is required to carry a load of 100 kN at midspan. If the yield stress of mild steel is 300 MPa,

9) Calculate for the nominal/effective moment of the beam (with the 100 KN and the 5KN/m loads), using a reduction factor of 0.90. 10) Calculate for the nominal/effective moment of the beam (with the 100 KN and the 5KN/m loads), using a safety factor of 1.67. SITUATION II: A propped 10 m cantilever beam is required to carry a load of 100 kN at midspan. If the yield stress of mild steel is 300 MPa,

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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9) Calculate for the nominal/effective moment of the beam (with the 100 KN and the 5KN/m loads), using a reduction factor of 0.90. 10) Calculate for the nominal/effective moment of the beam (with the 100 KN and the 5KN/m loads), using a safety factor of 1.67.
Transcribed Image Text:9) Calculate for the nominal/effective moment of the beam (with the 100 KN and the 5KN/m loads), using a reduction factor of 0.90. 10) Calculate for the nominal/effective moment of the beam (with the 100 KN and the 5KN/m loads), using a safety factor of 1.67.
SITUATION II: A propped 10 m cantilever beam is required to carry a load of 100 kN at midspan. If the yield stress of mild steel is 300 MPa,
Transcribed Image Text:SITUATION II: A propped 10 m cantilever beam is required to carry a load of 100 kN at midspan. If the yield stress of mild steel is 300 MPa,
Expert Solution
Step 1

Given:

Beam support condition: Cantilever

Beam span = 10 m

Loads:

Point load = 100 kN at midspan

udl = 5 kN/m

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