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 mmtf%3D25 mm flange plates and a h=550 mmtw=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.

Name: Please help me A welded steel girder having the cross section shown in
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Description: Please help me A welded steel girder having the cross section shown in the figure is fabricated of twob=320 mm*tf%=D25 mm flange plates and a h=550 mm*tw=15 mm web plate. The platesare joined by four fillet welds that run continuously for the length

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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