A welded steel girder having the cross section shown in the figure is fabricated of two b=320 mm*tf=25 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 (I=1.53x109 mm4). Each weld has an allowable load in shear of 860 kN/m.
A welded steel girder having the cross section shown in the figure is fabricated of two b=320 mm*tf=25 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 (I=1.53x109 mm4). Each weld has an allowable load in shear of 860 kN/m.
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 1.9.3P: A tie-down on the deck of a sailboat consists of a bent bar boiled at both ends, as shown in the...
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A welded steel girder having the cross section shown in the figure is fabricated of two b=320 mm*tf=25 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 (I=1.53x109 mm4). Each weld has an allowable load in shear of 860 kN/m. Calculate the maximum allowable shear force Vmax for the girder.
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