The allowable stresses for the splice shown below are the following: 150 MPa. for shear of rivets, 1.35Fy for bearing, 0.6Fy for tension, and Fy = 250 MPa. Note: rivet holes are 2mm bigger than the rivet diameter, middle plate is 20 mm thick. 1. Find the diameter of rivets so that the joint capacity due to shear approximately equals that due to bearing. a. 25 mm b. 28 mm c. 30 mm d. 36 mm 2. Find the maximum safe P without exceeding the allowable shearing stress. a. 884.4 kN b. 938.3 kN c. 878.1 kN d. 848.2 kN 3. Find the maximum safe P without exceeding the allowable tensile stress. a. 579 kN b. 708 kN c. 495 kN d. 692 kN
The allowable stresses for the splice shown below are the following: 150 MPa. for shear of rivets, 1.35Fy for bearing, 0.6Fy for tension, and Fy = 250 MPa. Note: rivet holes are 2mm bigger than the rivet diameter, middle plate is 20 mm thick. 1. Find the diameter of rivets so that the joint capacity due to shear approximately equals that due to bearing. a. 25 mm b. 28 mm c. 30 mm d. 36 mm 2. Find the maximum safe P without exceeding the allowable shearing stress. a. 884.4 kN b. 938.3 kN c. 878.1 kN d. 848.2 kN 3. Find the maximum safe P without exceeding the allowable tensile stress. a. 579 kN b. 708 kN c. 495 kN d. 692 kN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The allowable stresses for the splice shown below are the following: 150 MPa. for shear of rivets, 1.35Fy for bearing, 0.6Fy for tension, and Fy = 250 MPa. Note: rivet holes are 2mm bigger than the rivet diameter, middle plate is 20 mm thick.
1. Find the diameter of rivets so that the joint capacity due to shear approximately equals that due to bearing.
a. 25 mm
b. 28 mm
c. 30 mm
d. 36 mm
2. Find the maximum safe P without exceeding the allowable shearing stress.
a. 884.4 kN
b. 938.3 kN
c. 878.1 kN
d. 848.2 kN
3. Find the maximum safe P without exceeding the allowable tensile stress.
a. 579 kN
b. 708 kN
c. 495 kN
d. 692 kN
Transcribed Image Text:-300 mm x 20 mm thick plate
300 mm x t mm thick plate
P/2
P/2
an
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