A single-angle tension member, an L90 x 90 x 10, is connected to a gusset plate with 22 mm-diameter bolts as shown. A36 steel is used wit Fy = 248 MPa and Fu = 400 MPa. The service loads are 155 kN dead load and 67 kN live load. Assume that the effective net area is 85% of the computed net area. Assume gross area of the section to be 1713 mm2. Use NSCP 2015. 000 L90 x 90 x 10 چلے Section
A single-angle tension member, an L90 x 90 x 10, is connected to a gusset plate with 22 mm-diameter bolts as shown. A36 steel is used wit Fy = 248 MPa and Fu = 400 MPa. The service loads are 155 kN dead load and 67 kN live load. Assume that the effective net area is 85% of the computed net area. Assume gross area of the section to be 1713 mm2. Use NSCP 2015. 000 L90 x 90 x 10 چلے Section
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the nominal strength of the section based on the gross area.
Determine the nominal strength of the section based on the net area.
Determine the allowable strength of the section.
Determine the design strength of the section.
Is the section adequate to carry the load
Transcribed Image Text:A single-angle tension member, an L90 x 90 x 10, is connected to a gusset plate with 22 mm-diameter
bolts as shown. A36 steel is used wit Fy = 248 MPa and Fu = 400 MPa. The service loads are 155 kN dead
load and 67 kN live load. Assume that the effective net area is 85% of the computed net area. Assume
gross area of the section to be 1713 mm2. Use NSCP 2015.
+
000
L90 x 90 x 10
Section
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