The bearing type connection show is bolted by 4 – 22 mm diameter bolts (high strength bolts). The size of the plates is 300 mm x 12 mm. Fy 248 MPa, Fn = 330 MPa and Fu = 400 MPa. Determine the following: (1) Design strength of the connection based on strength of plates. (2) Design strength of the connection based on shear strength of bolts. =0.65. (3) Design strength of connection based on bearing strength of bolts on the 12 mm plate. =0.75

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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SOLVE THIS PROBLEM USING THE SLOPE DEFLECTION EQUATIONS:
The bearing type connection show is bolted by 4 – 22 mm diameter bolts
(high strength bolts). The size of the plates is 300 mm x 12 mm. Fy 248 MPa, Fn =
330 MPa and Fu = 400 MPa. Determine the following: (1) Design strength of the
connection based on strength of plates. (2) Design strength of the connection based on
shear strength of bolts. =0.65. (3) Design strength of connection based on bearing
strength of bolts on the 12 mm plate. =0.75
12 mm
P.
mm
O. O
300 mm
40
80
Transcribed Image Text:SOLVE THIS PROBLEM USING THE SLOPE DEFLECTION EQUATIONS: The bearing type connection show is bolted by 4 – 22 mm diameter bolts (high strength bolts). The size of the plates is 300 mm x 12 mm. Fy 248 MPa, Fn = 330 MPa and Fu = 400 MPa. Determine the following: (1) Design strength of the connection based on strength of plates. (2) Design strength of the connection based on shear strength of bolts. =0.65. (3) Design strength of connection based on bearing strength of bolts on the 12 mm plate. =0.75 12 mm P. mm O. O 300 mm 40 80
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