A welded steel girder having the cross section shown in the figure is fabricated of two b-180 mm*tf25 mm flange plates and a h=600 mm*tw3D15 mm web plate. The plates are joined by four fillet welds that run continuously for the length of the girder (I=1.15x10° mm“). Each weld has an allowable load in shear of 810 kN/m. Calculate the maximum allowable shear force Vmax for the girder. tw Lütfen birini seçin: a. 1.32 MN b 1.31 MN

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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A welded steel girder having the cross section shown in the figure is fabricated of two
b-180 mm*tf25 mm flange plates and a h=600 mm*tw3D15 mm web plate. The plates
are joined by four fillet welds that run continuously for the length of the girder
(1=1.15x10° mm“). Each weld has an allowable load in shear of 810 kN/m. Calculate the
maximum allowable shear force Vmax for the girder.
tw
Lutfen birini seçin
a. 1.32 MN
b. 1.31 MN
Transcribed Image Text:A welded steel girder having the cross section shown in the figure is fabricated of two b-180 mm*tf25 mm flange plates and a h=600 mm*tw3D15 mm web plate. The plates are joined by four fillet welds that run continuously for the length of the girder (1=1.15x10° mm“). Each weld has an allowable load in shear of 810 kN/m. Calculate the maximum allowable shear force Vmax for the girder. tw Lutfen birini seçin a. 1.32 MN b. 1.31 MN
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