An A36 axially loaded 20mm thick tension member is connected to a gusset plate using 5pcs 18mm diameter rivets arranged as shown. Use Fy= 248MPa & Fu=400MPa for the steel plates. Given a=56mm, b=88mm, c=95mm, x=99mm, y=85mm and z=58mm. Calculate the allowable tensile strength (ASD) in KN based on Gross Section Yielding (GSY). Express your answer in 2 decimal places.
An A36 axially loaded 20mm thick tension member is connected to a gusset plate using 5pcs 18mm diameter rivets arranged as shown. Use Fy= 248MPa & Fu=400MPa for the steel plates. Given a=56mm, b=88mm, c=95mm, x=99mm, y=85mm and z=58mm. Calculate the allowable tensile strength (ASD) in KN based on Gross Section Yielding (GSY). Express your answer in 2 decimal places.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
An A36 axially loaded 20mm thick tension member is connected to a gusset plate using
5pcs 18mm diameter rivets arranged as shown. Use Fy= 248MPa & Fu=400MPa for the
steel plates. Given a=56mm, b=88mm, c=95mm, x=99mm, y=85mm and z=58mm.
Calculate the allowable tensile strength (ASD) in KN based on Gross Section
Yielding (GSY). Express your answer in 2 decimal places.
Transcribed Image Text:Gusset
Plate
50mm
a
Pu <
OD
Pu
Wg
Tension
50mm
Member
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