A welded steel girder having the cross section shown in the figure is fabricated of two b=280 mm*tf=25 mr flange plates and a h=900 mm*tw=15 mm web plate. The plates are joined by four fillet welds that run continuously for the length of the girder (I=3.91x10° mmª). Each weld has an allowable load in shear of 880 kN/m. Calculate the maximum allowable shear force Vmax for the girder. h |0 tw
A welded steel girder having the cross section shown in the figure is fabricated of two b=280 mm*tf=25 mr flange plates and a h=900 mm*tw=15 mm web plate. The plates are joined by four fillet welds that run continuously for the length of the girder (I=3.91x10° mmª). Each weld has an allowable load in shear of 880 kN/m. Calculate the maximum allowable shear force Vmax for the girder. h |0 tw
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter1: Tension, Compression, And Shear
Section: Chapter Questions
Problem 1.9.7P: A steel riser pipe hangs from a drill rig. Individual segments of equal length L = 50 ft are joined...
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