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A plate with width of 500 millimeters and thickness of 25 millimeters is to be connected to a double plate of the same width and with a thickness of 10 mm each by a 36-millimeter-diameter bolts, as shown in the figure. The plates are all A36 steel with a yield strength of 250 MPa and an untimate tensile strength of 400 MPa. It is required to determine the value of "b" such that the net width along the bolts 1-2-3-4 is equal to the net width along bolts 1-2-4. 60 mm 100 mm 100 mm P 500 mm 100 mm. PA 150 mm 1 3

A plate with width of 500 millimeters and thickness of 25 millimeters is to be connected to a double plate of the same width and with a thickness of 10 mm each by a 36-millimeter-diameter bolts, as shown in the figure. The plates are all A36 steel with a yield strength of 250 MPa and an untimate tensile strength of 400 MPa. It is required to determine the value of "b" such that the net width along the bolts 1-2-3-4 is equal to the net width along bolts 1-2-4. 60 mm 100 mm 100 mm P 500 mm 100 mm. PA 150 mm 1 3

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Calculate the value of the net tension area in square millimeters. NSCP 2015.

A plate with width of 500 millimeters and thickness of 25 millimeters is to be connected to a double plate of the same width and with a thickness of 10 mm each by a 36-millimeter-diameter bolts, as shown in the figure. The plates are all A36 steel with a yield strength of 250 MPa and an untimate tensile strength of 400 MPa. It is required to determine the value of "b" such that the net width along the bolts 1-2-3-4 is equal to the net width along bolts 1-2-4. 60 mm 100 mm 100 mm P 500 mm 100 mm. PA 150 mm 1 3
Transcribed Image Text:A plate with width of 500 millimeters and thickness of 25 millimeters is to be connected to a double plate of the same width and with a thickness of 10 mm each by a 36-millimeter-diameter bolts, as shown in the figure. The plates are all A36 steel with a yield strength of 250 MPa and an untimate tensile strength of 400 MPa. It is required to determine the value of "b" such that the net width along the bolts 1-2-3-4 is equal to the net width along bolts 1-2-4. 60 mm 100 mm 100 mm P 500 mm 100 mm. PA 150 mm 1 3
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