50 i mm 50mm a b Pu Tensio 50mm E

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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An A36 axially loaded 19mm thick tension member is connected to a gusset plate using 5 pcs 20mm
diameter rivets arranged as shown. Use Fy=248MPA & Fu=400MPA for the steel plates. Given
a=60mm, b=86mm, c=72mm, x=56mm, y=78mm, z=60mm. 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+UpsFuAnt: Calculate the net area along tension surface. Ant in mm
Express your answer in whole number.
Transcribed Image Text:An A36 axially loaded 19mm thick tension member is connected to a gusset plate using 5 pcs 20mm diameter rivets arranged as shown. Use Fy=248MPA & Fu=400MPA for the steel plates. Given a=60mm, b=86mm, c=72mm, x=56mm, y=78mm, z=60mm. 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+UpsFuAnt: Calculate the net area along tension surface. Ant in mm Express your answer in whole number.
50
x yi z
50mm
a
b
Pu
Wg
Tensio
E
50mm
Transcribed Image Text:50 x yi z 50mm a b Pu Wg Tensio E 50mm
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