The plate shown in the figure 2.19 has a thickness of 12 mm. Diameter of bolts is 16 mm. A 36 steel is used with Fy= 248 MPa and F₂=400 MPa. Standard nominal hole diam. of 16 mm bolts = 17 mm. 12 mm 75 mm 75 mm 75 mm 75 mm Figure 2.19 300 mm Compute the minimum pitch "S" for which only two and one half bolts need b. subtracted at any one section in calculating the net area. = 0.75. Compute the effective net area of the section if the reduction factor u=1 Compute the allowable tensile strength of this section.

Steel Design (Activate Learning with these NEW titles from Engineering!)
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ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter7: Simple Connections
Section: Chapter Questions
Problem 7.6.4P
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The plate shown in the figure 2.19 has a thickness of 12 mm. Diameter of bolts is 16
mm. A 36 steel is used with Fy= 248 MPa and F= 400 MPa. Standard nominal hole
diam. of 16 mm bolts = 17 mm.
12 mm
75
mm
75
mm
75
mm
75
mm
Figure 2.19
T
300
mm
Compute the minimum pitch "S" for which only two and one half bolts need b.
subtracted at any one section in calculating the net area.
Compute the effective net area of the section if the reduction factor u = 0.75.
Compute the allowable tensile strength of this section.
Transcribed Image Text:The plate shown in the figure 2.19 has a thickness of 12 mm. Diameter of bolts is 16 mm. A 36 steel is used with Fy= 248 MPa and F= 400 MPa. Standard nominal hole diam. of 16 mm bolts = 17 mm. 12 mm 75 mm 75 mm 75 mm 75 mm Figure 2.19 T 300 mm Compute the minimum pitch "S" for which only two and one half bolts need b. subtracted at any one section in calculating the net area. Compute the effective net area of the section if the reduction factor u = 0.75. Compute the allowable tensile strength of this section.
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