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.

Elements Of Electromagnetics
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Author:Sadiku, Matthew N. O.
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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. Calculate the maximum allowable shear force Vmax for the girder.

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=1.53x10° mm*). Each
weld has an allowable load in shear of 860 kN/m. Calculate the
maximum allowable shear force Vmax for the girder.
h
tw
b
Lütfen birini seçin:
a. 1.31 MN
b. 2.31 MN
c. None
d. 1.32 MN
O e. 1.15 MN
Transcribed Image Text: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=1.53x10° mm*). Each weld has an allowable load in shear of 860 kN/m. Calculate the maximum allowable shear force Vmax for the girder. h tw b Lütfen birini seçin: a. 1.31 MN b. 2.31 MN c. None d. 1.32 MN O e. 1.15 MN
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