A built-up section consists of two channels (C 300 x 37) and two steel plates 12.52 x 300mm bolted with 22mm diam. Bolts. Assume at least three bolts in each line. Use A36 steel with Fy = 250MPA, Fu = 12.52T mm T12.52 m 400MPA. Use ASD Method. 300 a. Compute the net area of the built-up section. mm b. Compute the effective net area of the built-up section. Use U = 0.85. c. Allowable tensile strength base from effective net area and gross 12.521 area. mm 300

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A built-up section consists of two channels (C 300 x 37) and two
steel plates 12.52 x 300mm bolted with 22mm diam. Bolts. Assume at
least three bolts in each line. Use A36 steel with Fy = 250MPA, Fu =
12.52T
mm
T12.52
mm
400MPA. Use ASD Method.
300
a. Compute the net area of the built-up section.
mm
b. Compute the effective net area of the built-up section. Use U = 0.85.
c. Allowable tensile strength base from effective net area and gross
12.521
area.
mm
300
Transcribed Image Text:A built-up section consists of two channels (C 300 x 37) and two steel plates 12.52 x 300mm bolted with 22mm diam. Bolts. Assume at least three bolts in each line. Use A36 steel with Fy = 250MPA, Fu = 12.52T mm T12.52 mm 400MPA. Use ASD Method. 300 a. Compute the net area of the built-up section. mm b. Compute the effective net area of the built-up section. Use U = 0.85. c. Allowable tensile strength base from effective net area and gross 12.521 area. mm 300
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