Subject: Steel design- Bolted Steel Connection*Use NSCP 2015 formula/guide to solve this problem*Use Handwritten miscellaneous channel MC 300 x 67 is bolted as shown on the figure 2.20 by amm diam. bolts. A 36 steel is used with Fy = 248 MPa and F₂ = 400 MPa. Standardominal hole diameter for 20 mm bolt = 21 mm.IProf. of MC 300 x 67A = 8250 mm²d = 300 mmtw = 17.8 mmtf = 17.5 mmbf= =100.3 mm17.82323162587.587.5625650 50 50 50 50 50Toi0100OFigure 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.

Area of section, Depth, Thickness of web, Flange thickness, Width of flange, To find: (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 = 8250 mm² d = 300 mm tw = 17.8 mm tf= = 17.5 mm bf= 100.3 mm 17.8 m 231 231 La 62 5 87.5 187.5 625 50 50 50 50 50 50 01010 00

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 = 8250 mm² d = 300 mm tw = 17.8 mm tf= = 17.5 mm bf= 100.3 mm 17.8 m 231 231 La 62 5 87.5 187.5 625 50 50 50 50 50 50 01010 00

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 3.4.5P

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