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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 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

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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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=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° mm4). 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 b Lütfen birini seçin: a. None b. 2.12 MN c. 2.17 MN d. 1.94 MN e. 1.32 MN
Transcribed Image Text: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=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° mm4). 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 b Lütfen birini seçin: a. None b. 2.12 MN c. 2.17 MN d. 1.94 MN e. 1.32 MN
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