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
Posted: Sat May 21, 2022 10:43 am
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