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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 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

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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Subject: Steel design- Bolted Steel Connection

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miscellaneous channel MC 300 x 67 is bolted as shown on the figure 2.20 by a 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. I 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 23 231 625 87.5 87.5 625 6 50 50 50 50 50 50 Toi 0100 O 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.
Transcribed Image Text:miscellaneous channel MC 300 x 67 is bolted as shown on the figure 2.20 by a 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. I 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 23 231 625 87.5 87.5 625 6 50 50 50 50 50 50 Toi 0100 O 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.
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