Problem #3 A 16 mm thick tension member is connected by two 6.25 mm spliced plates as shown. The tension member carries a service loads of dead load of 110 kN and a live load of 100 kN. 40, 80 40, 40 80 40 6.25 mm P P 16 mm 16.25 mm Fy = 248 MPa %3D

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem #3
A 16 mm thick tension member is connected
by two 6.25 mm spliced plates as shown. The
tension member carries a service loads of
dead load of 110 kN and a live load of 100 kN.
40, 80
40 , 40
80
40
16.25 mm
P
16 mm
16.25 mm
Fy = 248 MPa
Fu = 400 MPa
%3D
Diam. of bolts = 16 mm
Fny = 300 MPa
O Determine the nominal strength for one
bolt due to shear.
® Determine the nominal strength for one
bolt due to bearing strength of the
connection.
® Determine the number of bolts required
for the connection.
Transcribed Image Text:Problem #3 A 16 mm thick tension member is connected by two 6.25 mm spliced plates as shown. The tension member carries a service loads of dead load of 110 kN and a live load of 100 kN. 40, 80 40 , 40 80 40 16.25 mm P 16 mm 16.25 mm Fy = 248 MPa Fu = 400 MPa %3D Diam. of bolts = 16 mm Fny = 300 MPa O Determine the nominal strength for one bolt due to shear. ® Determine the nominal strength for one bolt due to bearing strength of the connection. ® Determine the number of bolts required for the connection.
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