A 12.50mm x 150mm plate is connected to a gusset 9.5 mm gusset plate plate having a thickness of 9.50mm. Diameter of bolt = 21mm. Both the tension member and gusset plate are of A36 steel; Fy = 248MPA, Fu = 400MPA 12.5 mm x 150 mm plat 40 80 Shear stress of bolt Fnv = 330Mpa. Use LRFD Method; 40 ! a. Determine the shear strength of the connection. b. Determine the bearing strength of the connection c. Determine the block shear strength of the connection. 40 80 40

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A 12.50mm x 150mm plate is connected to a gusset
9.5 mm gusset plate
plate having a thickness of 9.50mm. Diameter of bolt = 21mm. Both
the tension member and gusset plate are of A36 steel; Fy = 248MPA,
Fu = 400MPA
12.5 mm x 150 mm plate
40
80
Shear stress of bolt Fnv = 330Mpa. Use LRFD Method;
40
a. Determine the shear strength of the connection.
b. Determine the bearing strength of the connection
c. Determine the block shear strength of the connection.
40 80 40
Transcribed Image Text:A 12.50mm x 150mm plate is connected to a gusset 9.5 mm gusset plate plate having a thickness of 9.50mm. Diameter of bolt = 21mm. Both the tension member and gusset plate are of A36 steel; Fy = 248MPA, Fu = 400MPA 12.5 mm x 150 mm plate 40 80 Shear stress of bolt Fnv = 330Mpa. Use LRFD Method; 40 a. Determine the shear strength of the connection. b. Determine the bearing strength of the connection c. Determine the block shear strength of the connection. 40 80 40
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