Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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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 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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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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