A plate with width of 400 millimeters and thickness of 12 millimeters is to be connected to a plate of the same width and thickness by 34 millimeters diameter bolts, as shown in Figure 2-20. The holes are 2 mm larger than the bolt diameter. The plate is A36 steel with yield strength F, 248 MegaPascals. Assume allowable tensile stress on net area is 0.60F, It is required to determine the value of b such that the net width along bolts 1-2-3-4 is equal to the net width along bolts 1-2-4. a) Calculate the value of b in millimeters. b) Calculate the value of the net area for tension in plates in square millimeters. ) Calculate the value of P so that the allowable tensile stress on net area will not be exceeded.

A plate with width of 400 millimeters and thickness of 12 millimeters is to be connected to a plate of the same width and thickness by 34 millimeters diameter bolts, as shown in Figure 2-20. The holes are 2 mm larger than the bolt diameter. The plate is A36 steel with yield strength F, 248 MegaPascals. Assume allowable tensile stress on net area is 0.60F, It is required to determine the value of b such that the net width along bolts 1-2-3-4 is equal to the net width along bolts 1-2-4. a) Calculate the value of b in millimeters. b) Calculate the value of the net area for tension in plates in square millimeters. ) Calculate the value of P so that the allowable tensile stress on net area will not be exceeded.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.3.3P

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