An A36 axially loaded 10mm thick tension member is connected to a gusset plate using 5pcs 20mm diameter rivets arranged as shown. Use Fy= 248MPA & Fu=400MPA for the steel plates. Given a=51mm, b=69mm, c=78mm, x=78mm, y=96mm and z=57mm. Considering the green shaded area to be in Block Shear Rupture (BSR), where its nominal block shear strength can be calculated using Rn=0.6FuAny+UbsFuAnt · Calculate the net area along tension surfaces, Ant in mm2. Express your answer in whole number.
An A36 axially loaded 10mm thick tension member is connected to a gusset plate using 5pcs 20mm diameter rivets arranged as shown. Use Fy= 248MPA & Fu=400MPA for the steel plates. Given a=51mm, b=69mm, c=78mm, x=78mm, y=96mm and z=57mm. Considering the green shaded area to be in Block Shear Rupture (BSR), where its nominal block shear strength can be calculated using Rn=0.6FuAny+UbsFuAnt · Calculate the net area along tension surfaces, Ant in mm2. Express your answer in whole number.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:An A36 axially loaded 10mm thick tension member is connected to a gusset plate using 5pcs 20mm diameter rivets arranged as
shown. Use Fy= 248MPA & Fu=400MPA for the steel plates. Given a=51mm, b=69mm, c=78mm, x=78mm, y=96mm and
z=57mm. Considering the green shaded area to be in Block Shear Rupture (BSR), where its nominal block shear strength can be
calculated using Rn=0.6FuAny+UbsFuAnt · Calculate the net area along tension surfaces, Ant in mm2. Express your answer in
whole number.
50
mm
50mm
a
b
Pu
Wg
Tensio
50mm
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