A welded steel girder having the cross section shown in the figure is fabricated of two b=250 mm*tf=20 mm flange plates and a h=600 mm*tw=10 mm web plate. The plates are joined by four fillet welds that run continuously for the length of the girder (I=1.14x10° mm4). Each weld has an allowable load in shear of 830 kN/m. Calculate the maximum allowable shear force Vmax for the girder.

A welded steel girder having the cross section shown in the figure is fabricated of two b=250 mmtf=20 mm flange plates and a h=600 mmtw=10 mm web plate. The plates are joined by four fillet welds that run continuously for the length of the girder (I=1.14x10° mm4). Each weld has an allowable load in shear of 830 kN/m. Calculate the maximum allowable shear force Vmax for the girder.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter2: Axially Loaded Members

Section: Chapter Questions

Problem 2.6.16P: Two boards are joined by gluing along a scarf joint, as shown in the figure. For purposes of cutting...

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