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, 6) Compute the plastic section modulus of the given beam. 7) Compute the elastic section modulus of the beam given that the shape factor is equal to 1.69. 8) Compute for the plastic moment of the given beam if an additional uniform load of 5kN/m is distributed along its total length.

Structural Analysis
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Chapter2: Loads On Structures
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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,
6) Compute the plastic section modulus of the given beam.
7) Compute the elastic section modulus of the beam given that the shape factor is
equal to 1.69.
8) Compute for the plastic moment of the given beam if an additional uniform load
of 5kN/m is distributed along its total length.
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, 6) Compute the plastic section modulus of the given beam. 7) Compute the elastic section modulus of the beam given that the shape factor is equal to 1.69. 8) Compute for the plastic moment of the given beam if an additional uniform load of 5kN/m is distributed along its total length.
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