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 mmtf=25 mr flange plates and a h=900 mmtw=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

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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