PROBLEM 3 – A plate shown having 12 mm thickness and width of 400 mm is to be connected to a plate of the same width and thickness by a 34 mm diameter bolts. The holes are 2 mm larger than the bolt diameter. Using NSCP 2015, determine the value of b such that the net width along bolts a-b-c-d is equal to the net width along bolts a-b-d. Use A-36 steel with F, = 248 MPa and F, = 400 MPa.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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PROBLEM 3 – A plate shown having 12 mm thickness and width of 400 mm is to be connected to a plate
of the same width and thickness by a 34 mm diameter bolts. The holes are 2 mm larger than the bolt
diameter. Using NSCP 2015, determine the value of b such that the net width along bolts a-b-c-d is equal
to the net width along bolts a-b-d. Use A-36 steel with F, = 248 MPa and F, = 400 MPa.
Transcribed Image Text:PROBLEM 3 – A plate shown having 12 mm thickness and width of 400 mm is to be connected to a plate of the same width and thickness by a 34 mm diameter bolts. The holes are 2 mm larger than the bolt diameter. Using NSCP 2015, determine the value of b such that the net width along bolts a-b-c-d is equal to the net width along bolts a-b-d. Use A-36 steel with F, = 248 MPa and F, = 400 MPa.
60mm
P
P
150mm
• Calculate the value of b in millimeters.
• Calculate the value of the net area for tension in plates in square millimeters.
• Calculate the value of P based on gross yielding and tensile rupture using ASD and LRFD.
400mm
100mm 100mm|100mm]
Transcribed Image Text:60mm P P 150mm • Calculate the value of b in millimeters. • Calculate the value of the net area for tension in plates in square millimeters. • Calculate the value of P based on gross yielding and tensile rupture using ASD and LRFD. 400mm 100mm 100mm|100mm]
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