Determine the design strength of the connection shown in the Figure below. The bolts are 25 mm diameter A490 bolts with the threads not in the plane of shear. A36 steel is used (Fy = 250 MPa, Fu = 400 MPa). a. Compute the shear strength for all bolts. b. Compute the bearing strength for the tension member on all bolts. c. Compute the bearing strength for the gusset plate on all bolts.
Determine the design strength of the connection shown in the Figure below. The bolts are 25 mm diameter A490 bolts with the threads not in the plane of shear. A36 steel is used (Fy = 250 MPa, Fu = 400 MPa). a. Compute the shear strength for all bolts. b. Compute the bearing strength for the tension member on all bolts. c. Compute the bearing strength for the gusset plate on all bolts.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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4. Determine the design strength of the connection shown in the Figure below. The
bolts are 25 mm diameter A490 bolts with the threads not in the plane of shear.
A36 steel is used (Fy = 250 MPa, Fu = 400 MPa).
a. Compute the shear strength for all bolts.
b. Compute the bearing strength for the tension member on all bolts.
c. Compute the bearing strength for the gusset plate on all bolts.
d. Compute the tensile strength of the tension member.
e. Compute the design strength of the connection.
Transcribed Image Text:35
80
35
-O
o
-10 mm plate
80 80 45
150 X 12mm PL
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