A welded steel girder having the cross section shown in the figure is fabricated of two b=280 mm*tf=25 mm flange plates and a h=850 mm*tw=15 mm web plate. The plates are joined by four fillet welds that run continuously for the length of the girder (I=3.45x10° mm4). Each weld has an allowable load in shear of 800 kN/m. Calculate the maximum allowable shear force Vmax for the girder. tw b Ite

A welded steel girder having the cross section shown in the figure is fabricated of two b=280 mmtf=25 mm flange plates and a h=850 mmtw=15 mm web plate. The plates are joined by four fillet welds that run continuously for the length of the girder (I=3.45x10° mm4). Each weld has an allowable load in shear of 800 kN/m. Calculate the maximum allowable shear force Vmax for the girder. tw b Ite

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 1.9.7P: A steel riser pipe hangs from a drill rig. Individual segments of equal length L = 50 ft are joined...

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