SITUATION I A lapped bolted lension member is shown. Diameter of bolts are 22 mm and the plate material is A36 steel Fy = 275 MPa, Fu = 415 MPa. Assume the fasteners are adequate and do not control the tensile capacity. Diameter of hole is 2.5 mm bigger than the diameter of bolt. 12 :: 350 50 100 100 50 50 1. Determine the tensile capacity of the lapped joint based on gross area. a. 252.656 kN c. 866.250 kN b. 202.125 kN d. 693.000 kN 2. Determine the net Area for the tensile capacity of the lapped joint. a. 3318 mm? c. 5250 mm? b. 1554 mm? d. 1824 mm? 3. Determine the tensile capacity of the lapped joint based on the net area. a. 752.856 kN C. 866 250 kN b. 688.845 kN d 1039 500 kN

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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SITUATION I
A lapped bolted lension member is
shown. Diameter of bolts are 22 mm
and the plate material is A36 steel Fy =
275 MPа, Fи 3 415 МPа. Assume the
fasteners are adequate and do not
control the tensile capacity. Diameter of
hole is 2.5 mm bigger than the diameter
of bolt.
12
::
350
50
100
100
50
50
1. Determine the tensile capacity of the
lapped joint based on gross area.
a. 252.656 kN
c. 866.250 kN
b. 202.125 kN
d. 693.000 kN
2. Determine the net Area for the
tensile capacity of the lapped joint.
а. 3318 тm?
c. 5250 mm?
b. 1554 mm?
d. 1824 mm?
3. Determine the tensile capacity of the
lapped joint based on the net area.
a. 752.856 kN
C. 866.250 kN
b. 688.845 kN
d. 1039.500 kN
Transcribed Image Text:SITUATION I A lapped bolted lension member is shown. Diameter of bolts are 22 mm and the plate material is A36 steel Fy = 275 MPа, Fи 3 415 МPа. Assume the fasteners are adequate and do not control the tensile capacity. Diameter of hole is 2.5 mm bigger than the diameter of bolt. 12 :: 350 50 100 100 50 50 1. Determine the tensile capacity of the lapped joint based on gross area. a. 252.656 kN c. 866.250 kN b. 202.125 kN d. 693.000 kN 2. Determine the net Area for the tensile capacity of the lapped joint. а. 3318 тm? c. 5250 mm? b. 1554 mm? d. 1824 mm? 3. Determine the tensile capacity of the lapped joint based on the net area. a. 752.856 kN C. 866.250 kN b. 688.845 kN d. 1039.500 kN
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