A girder of I-section has a web 60 cm by 1.25 cm and flanges 30 cm by 2.5 cm. The girder is subjected at a bending moment of 300 kNm and a shearing force of 1000 kN at a particular section. Calculate how much of the shearing force is carried by the web, and how much of the bending moment by the flanges. (Cambridge) 10.6

Structural Analysis
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Chapter2: Loads On Structures
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– 96 per cent of shearing force carried by web; 88 per cent of bending moment carried by flanges.

 

 

A girder of I-section has a web 60 cm by 1.25 cm and flanges 30 cm by 2.5 cm. The
girder is subjected at a bending moment of 300 kNm and a shearing force of 1000 kN
at a particular section. Calculate how much of the shearing force is carried by the web,
and how much of the bending moment by the flanges. (Cambridge)
10.6
Transcribed Image Text:A girder of I-section has a web 60 cm by 1.25 cm and flanges 30 cm by 2.5 cm. The girder is subjected at a bending moment of 300 kNm and a shearing force of 1000 kN at a particular section. Calculate how much of the shearing force is carried by the web, and how much of the bending moment by the flanges. (Cambridge) 10.6
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