The section of a cast iron beam in the shape of an in the shape of an inverted semi- circular channel with flanges is shown in Fig:(3.43). Calculate the moment of resistance of the beam if the maximum stress due to bending is 126MPA. I= 11.61x 10°mm', M 20.9kNm. Ans: Y 60mm,

Structural Analysis
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Chapter2: Loads On Structures
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Bending Moments
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120mm
80mm
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Transcribed Image Text:130mm 120mm 80mm (80mm
The section of a cast iron beam in the shape of an in the shape of an inverted semi-
circular channel with flanges is shown in Fig:(3.43). Calculate the moment of resistance
of the beam if the maximum stress due to bending is 126MPA.
I= 11.61x 10 mm', M 20.9kNm.
Ans: Y = 60mm,
Transcribed Image Text:The section of a cast iron beam in the shape of an in the shape of an inverted semi- circular channel with flanges is shown in Fig:(3.43). Calculate the moment of resistance of the beam if the maximum stress due to bending is 126MPA. I= 11.61x 10 mm', M 20.9kNm. Ans: Y = 60mm,
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