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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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. 

50mm
a
b
с
50mm
50
mm
xiy
yiz
AO
OD
E
Tensio
n
Pu
Wg
Transcribed Image Text:50mm a b с 50mm 50 mm xiy yiz AO OD E Tensio n Pu Wg
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