A steel angle is bolted to a gusset plate with three 20 mm diameter bolts, as shown in the figure. The bolt spacing is 75 mm and the end spacing is 35 mm. The plate and angle are of ASTM A36 steel, with a specified minimum yield stress of 250 MPa and a specified minimum tensile stress of 400 MPa. The angle is 102x102x9.5 mm. The gross area is 1850 square mm. The dimensions x(bar) and y(bar) are both equal to 28.7 mm. L102x102x9.5 mm 35 mm + 70 mm. -70 mm + Gusset Plate 20 mm diamter bolts

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 3.3.8P
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Determine the load capacity of the angle ASD. USE NSCP 2015.

A steel angle is bolted to a gusset plate with three 20 mm diameter bolts, as
shown in the figure. The bolt spacing is 75 mm and the end spacing is 35 mm. The
plate and angle are of ASTM A36 steel, with a specified minimum yield stress of
250 MPa and a specified minimum tensile stress of 400 MPa. The angle is
102x102x9.5 mm. The gross area is 1850 square mm. The dimensions x(bar) and
y(bar) are both equal to 28.7 mm.
L102x102x9.5 mm
35 mm
+ 70 mm.
-70 mm +
Gusset Plate
20 mm diamter bolts
Transcribed Image Text:A steel angle is bolted to a gusset plate with three 20 mm diameter bolts, as shown in the figure. The bolt spacing is 75 mm and the end spacing is 35 mm. The plate and angle are of ASTM A36 steel, with a specified minimum yield stress of 250 MPa and a specified minimum tensile stress of 400 MPa. The angle is 102x102x9.5 mm. The gross area is 1850 square mm. The dimensions x(bar) and y(bar) are both equal to 28.7 mm. L102x102x9.5 mm 35 mm + 70 mm. -70 mm + Gusset Plate 20 mm diamter bolts
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