3.28-C CE Board May 2012 A lapped, bolted tension member is shown. Diameter of bolts are 18 mm Ø and the plate material is A 36 steel Fy = 250 MPa., Fu = 400 MPa. Assume the fasteners are adequate and do not control the tensile capacity. Diameter of hole is 3 mm bigger than the diam. of bolt. P P- 11 mm SPO 1 mm 75 8. 100 75 P 300 -P 37.5 75 75 37.5 Determine the tensile capacity of the Japped joint based on gross area. Determine the tensile capacity of the lapped joint based on net area. 3 Determine the tensile capacity of the lapped joint based on block shear strength.
3.28-C CE Board May 2012 A lapped, bolted tension member is shown. Diameter of bolts are 18 mm Ø and the plate material is A 36 steel Fy = 250 MPa., Fu = 400 MPa. Assume the fasteners are adequate and do not control the tensile capacity. Diameter of hole is 3 mm bigger than the diam. of bolt. P P- 11 mm SPO 1 mm 75 8. 100 75 P 300 -P 37.5 75 75 37.5 Determine the tensile capacity of the Japped joint based on gross area. Determine the tensile capacity of the lapped joint based on net area. 3 Determine the tensile capacity of the lapped joint based on block shear strength.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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3.28-C CE Board May 2012
A lapped, bolted tension member is shown.
Diameter of bolts are 18 mm Ø and the plate
material is A 36 steel Fy = 250 MPa..
= 400 MPa. Assume the fasteners are
Fu
adequate and do not control the tensile
capacity. Diameter of hole is 3 mm bigger
than the diam. of bolt.
P
P-
11 mm
A
1 mm P
75
100
100
175
300
-P
37.5 75 75 37.5
Determine the tensile capacity of the
Japped joint based on gross area.
2 Determine the tensile capacity of the
lapped joint based on net area.
3
Determine the tensile capacity of the
lapped joint based on block shear
strength.
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