A tension member made up of a pair of angles is connected as shown with 4-25 mm a bolts in standard holes. All structural steel is A 36. Assuming that the connection between the angles and the structural tee is satisfactory. Allowable bolt shear 117 MPa Allowable tensile stress 150 MPa Allowable bearing stress 480 MPa 3V P. 325 16 wm 16 mm 25mm 40 100 40 O Find the value of P by shear and tension. O Find the value of P by bearing. O What is the diameter of bolt if P 360 kN.
A tension member made up of a pair of angles is connected as shown with 4-25 mm a bolts in standard holes. All structural steel is A 36. Assuming that the connection between the angles and the structural tee is satisfactory. Allowable bolt shear 117 MPa Allowable tensile stress 150 MPa Allowable bearing stress 480 MPa 3V P. 325 16 wm 16 mm 25mm 40 100 40 O Find the value of P by shear and tension. O Find the value of P by bearing. O What is the diameter of bolt if P 360 kN.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A tension member made up of a pair of angles
is connected as shown with 4-25 mm a bolts
in standard holes. All structural steel is A 36.
Assuming that the connection between the
angles and the structural tee is satisfactory..
Allowable bolt shear 117 MPa
Allowable tensile stress 150 MPa
Allowable bearing stress = 480 MPa
3V
4H
80
40
325 mmi
16 mm
16 mm
4-25 mmi
100
O Find the value of P by shear and tension.
O Find the value of P by bearing.
O What is the diameter of bolt if P = 360 kN.
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