A lapped bolted tension 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. T12 50 75 35 50 50 100 100 50 50

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 tension 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.
T12
50
75
35
50
100
100
50
50
Transcribed Image Text:SITUATION I A lapped bolted tension 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. T12 50 75 35 50 100 100 50 50
a. 1,492.98 kN
C. 1,680.975 kN
b. 1,630.950 kN
d. 1,254.960 kN
6. What is the maximum allowable
shear strength?
b. 1,630.950 kN
d. 1,254.960 kN
a. 1,492.98 kN
c. 1,680.975 kN
SOLUTION:
whichever is lower
.. P = 1,254.960 kN
Transcribed Image Text:a. 1,492.98 kN C. 1,680.975 kN b. 1,630.950 kN d. 1,254.960 kN 6. What is the maximum allowable shear strength? b. 1,630.950 kN d. 1,254.960 kN a. 1,492.98 kN c. 1,680.975 kN SOLUTION: whichever is lower .. P = 1,254.960 kN
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