A welded steel girder having the cross section shown in the figure is fabricated of two b=320 mm*tf%3D25 mm flange plates and a h=550 mm*tw=15 mm web plate. The plates are joined by four fillet welds that run continuously for the length of the girder (1=1.53x10° mm). Each weld has an allowable load in shear of 860 kN/m. Calculate the maximum allowable shear force Vmax for the girder. tw b.
A welded steel girder having the cross section shown in the figure is fabricated of two b=320 mm*tf%3D25 mm flange plates and a h=550 mm*tw=15 mm web plate. The plates are joined by four fillet welds that run continuously for the length of the girder (1=1.53x10° mm). Each weld has an allowable load in shear of 860 kN/m. Calculate the maximum allowable shear force Vmax for the girder. tw b.
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)
Section: Chapter Questions
Problem 8.2.9P: A spherical tank of diameter 48 in. and wall thickness 1.75 in. contains compressed air at a...
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