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An angle L150 x 90 x 12 of AS72 steel (F,= 350 MPa and F= 450 MPa) is used as tension member connected to a gusset plate with 8- 22 mm o bolts as shown in the figure. Assume the live load to dead load ratio is 3. Use LRFD. Gusset Plate LISOK 19x 12 55mm 7spaces o 5omm-950mm Section Compute the nominal design strength based on yielding in KN.O Compute the effective net area in mm?.0 Compute the design strength in KN.O

An angle L150 x 90 x 12 of AS72 steel (F,= 350 MPa and F= 450 MPa) is used as tension member connected to a gusset plate with 8- 22 mm o bolts as shown in the figure. Assume the live load to dead load ratio is 3. Use LRFD. Gusset Plate LISOK 19x 12 55mm 7spaces o 5omm-950mm Section Compute the nominal design strength based on yielding in KN.O Compute the effective net area in mm?.0 Compute the design strength in KN.O

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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An angle L150 x 90 x 12 of A572 steel (F,= 350 MPa and Fj= 450 MPa) is used as tension member connected to a gusset plate with 8- 22 mm o bolts as shown in the figure. Assume the live load to dead load ratio is 3. Use LRFD. Gusset Plate LI50X 99x12 ... 55mm 65mm 7spaces e5Omm-350mm Section Compute the nominal design strength based on yielding in KN.0 Compute the effective net area in mm².0 Compute the design strength in KN.0 Determine the total service load capacity of the angle in KN.O
Transcribed Image Text:An angle L150 x 90 x 12 of A572 steel (F,= 350 MPa and Fj= 450 MPa) is used as tension member connected to a gusset plate with 8- 22 mm o bolts as shown in the figure. Assume the live load to dead load ratio is 3. Use LRFD. Gusset Plate LI50X 99x12 ... 55mm 65mm 7spaces e5Omm-350mm Section Compute the nominal design strength based on yielding in KN.0 Compute the effective net area in mm².0 Compute the design strength in KN.0 Determine the total service load capacity of the angle in KN.O
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