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miscellaneous channel MC 300 x 67 is bolted as shown on the figure 2.20 by a 0 mm diam. bolts. A 36 steel is used with Fy = 248 MPa and Fu = 400 MPa. Standard nominal hole diameter for 20 mm bolt = 21 mm. " Prof. of MC 300 x 67 A = 8250 mm² d = 300 mm tw= 17.8 mm ty= 17.5 mm by=100.3 mm 17.8 23 23 23 62 87.5 625 +91 000 6 e Figure 2.20 Compute the net area of the channel section. Compute the effective net area of the channel section. Compute the allowable tensile strength of the channel section. CIVIL ENGINEERING-STEEL DESIGN

miscellaneous channel MC 300 x 67 is bolted as shown on the figure 2.20 by a 0 mm diam. bolts. A 36 steel is used with Fy = 248 MPa and Fu = 400 MPa. Standard nominal hole diameter for 20 mm bolt = 21 mm. " Prof. of MC 300 x 67 A = 8250 mm² d = 300 mm tw= 17.8 mm ty= 17.5 mm by=100.3 mm 17.8 23 23 23 62 87.5 625 +91 000 6 e Figure 2.20 Compute the net area of the channel section. Compute the effective net area of the channel section. Compute the allowable tensile strength of the channel section. CIVIL ENGINEERING-STEEL DESIGN

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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A miscellaneous channel MC 300 x 67 is bolted as shown on the figure 2.20 by a 0 mm diam. bolts. A 36 steel is used with Fy= 248 MPa and F₂ = 400 MPa. Standard ominal hole diameter for 20 mm bolt = 21 mm. " Prof. of MC 300 x 67 A = 8250mm² d = 300 mm tw= 17.8 mm ty= 17.5 mm by=100.3 mm 17.8 m 231 23 231 62 5 87.5 187.5 50 50 50 50 50 91910 91919 O e Figure 2.20 Compute the net area of the channel section. Compute the effective net area of the channel section. Compute the allowable tensile strength of the channel section. CIVIL ENGINEERING-STEEL DESIGN
Transcribed Image Text:A miscellaneous channel MC 300 x 67 is bolted as shown on the figure 2.20 by a 0 mm diam. bolts. A 36 steel is used with Fy= 248 MPa and F₂ = 400 MPa. Standard ominal hole diameter for 20 mm bolt = 21 mm. " Prof. of MC 300 x 67 A = 8250mm² d = 300 mm tw= 17.8 mm ty= 17.5 mm by=100.3 mm 17.8 m 231 23 231 62 5 87.5 187.5 50 50 50 50 50 91910 91919 O e Figure 2.20 Compute the net area of the channel section. Compute the effective net area of the channel section. Compute the allowable tensile strength of the channel section. CIVIL ENGINEERING-STEEL DESIGN
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