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 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.
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
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb47ea185-8854-496f-b5b9-a5485df00d15%2F024bb595-d13e-4c32-a6db-a71a4ce398bb%2F3ecyxm_processed.png&w=3840&q=75)
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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