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
Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN:9781285165738
Author:Alan Jefferis, David A. Madsen, David P. Madsen
Publisher:Alan Jefferis, David A. Madsen, David P. Madsen
Chapter28: Structural Components Of Framed Construction
Section: Chapter Questions
Problem 28.34Q
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Calculate the value of the net tension area in square millimeters. NSCP 2015.
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