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 mmtf=25 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 (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

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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