A plate 400x12 mm is to be connected to a plate of the same width and thickness by 34 mm diameter bolts, as shown. The holes are 2 mm larger than the bolt diameter. The plate is A36 steel. Assume allowable tensile stress on net area is .60Fy. It is requireed 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

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A plate 400x12 mm is to be connected to a plate of the same width and thickness by 34 mm diameter bolts, as shown. The holes are 2 mm larger than the bolt diameter. The plate is A36 steel. Assume allowable tensile stress on net area is .60Fy. It is requireed 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

Top plate
400mm
100
100
100
8
-02
04
150
M
bottom plate
P
Transcribed Image Text:Top plate 400mm 100 100 100 8 -02 04 150 M bottom plate P
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 a. calculate the value of b in millimeters.

 b. Calculate the value of the net area for tension in plates in square millimeters.

 c. Calculate the value of P so that the allowable tensile stress on net area will not be exceeded.

 d. Calculate the nominal block shear strength based on possible failure paths 

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