An A36 axially loaded 12mm 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=67mm, b=99mm, c=67mm, x=76mm, y=68mm and z=63mm. Considering the green shaded area to be in Block Shear Rupture (BSR), where its nominal block shear strength can be calculated using Rn=0.6FuAnv+UbsFuAnt . Calculate the net area along tension surfaces, Ant in mm2. Express your answer in whole number.
An A36 axially loaded 12mm 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=67mm, b=99mm, c=67mm, x=76mm, y=68mm and z=63mm. Considering the green shaded area to be in Block Shear Rupture (BSR), where its nominal block shear strength can be calculated using Rn=0.6FuAnv+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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An A36 axially loaded 12mm 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=67mm, b=99mm, c=67mm, x=76mm, y=68mm and z=63mm. Considering the green shaded area to be in Block Shear Rupture (BSR), where its nominal block shear strength can be calculated using Rn=0.6FuAnv+UbsFuAnt . Calculate the net area along tension surfaces, Ant in mm2. Express your answer in whole number.
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Transcribed Image Text:50mm
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50mm
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