1.2 (B). An I-section girder 1.3 m long is rigidly built in at one end and loaded at the other with a load of 1.5 kN inc

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1 2 B An I Section Girder 1 3 M Long Is Rigidly Built In At One End And Loaded At The Other With A Load Of 1 5 Kn Inc 1 (24.09 KiB) Viewed 16 times

1.2 (B). An I-section girder 1.3 m long is rigidly built in at one end and loaded at the other with a load of 1.5 kN inclined at 30° to the web. If the load passes through the centroid of the section and the girder dimensions are: flanges 100 mm x 20 mm, web 200 mm x 12 mm, determine the maximum stress set up in the cross-section. How does this compare with the maximum stress set up if the load is vertical? [18.1.4.14 MN/m2.1