A miscellaneous channel MC 300 x 67 is bolted as shown on the figure 2.20 by a0 mm diam. bolts. A 36 steel is used with Fy= 248 MPa and F₂ = 400 MPa. Standardominal hole diameter for 20 mm bolt = 21 mm."Prof. of MC 300 x 67A = 8250mm²d = 300 mmtw= 17.8 mmty= 17.5 mmby=100.3 mm17.8 m2312323162 587.5187.550 50 50 50 509191091919OeFigure 2.20Compute 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.CIVILENGINEERING-STEEL DESIGN

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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

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 3.3.7P

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