The section of simply supported beam is HE450B, under distributed uniform dead load PG=20 kN/m and live load PQ=60 kN/m. Beam flange is laterally supported against compression from support and midpoint of the span. a. Determine safety of the section for bending (compare maximum beam moment with bending moment capacity of the section) b. Check section safety against shear Material is S235.

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Chapter10: Plate Girders
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The section of simply supported beam is HE450B, under distributed uniform dead load PG=20 kN/m and live load PQ=60 kN/m. Beam flange is laterally supported against compression from support and midpoint of the span. a. Determine safety of the section for bending (compare maximum beam moment with bending moment capacity of the section) b. Check section safety against shear Material is S235.

Q2: The section of simply supported beam is HE450B, under distributed uniform dead load PG=20 kN/m
and live load PQ=60 KN/m. Beam flange is laterally supported against compression from support and
midpoint of the span.
a. Determine safety of the section for bending (compare maximum beam moment with bending
moment capacity of the section)
b. Check section against shear Material is S235.
HE 500 8
3435
6[m) 6[m)
Transcribed Image Text:Q2: The section of simply supported beam is HE450B, under distributed uniform dead load PG=20 kN/m and live load PQ=60 KN/m. Beam flange is laterally supported against compression from support and midpoint of the span. a. Determine safety of the section for bending (compare maximum beam moment with bending moment capacity of the section) b. Check section against shear Material is S235. HE 500 8 3435 6[m) 6[m)
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