1. A C12 x 30 is connected with 1-in. diameter bolts in each flange, as shown inFigure. If Fy = 50 ksi, F, = 65 ksi, and A₂ = 0.90An. compute the following.a. The design strength for LRFD.b. The allowable strength for ASD.Section

Diameter of bolt, Yield strength of bolt, Ultimate strength of bolt, Channel section C12×30Effective…

A C12 x 30 is connected with 1-in. diameter bolts in each flange, as shown in Figure. If F, = 50 ksi, F, = 65 ksi, and A₂ = 0.90An, compute the following. a. The design strength for LRFD. b. The allowable strength for ASD.

A C12 x 30 is connected with 1-in. diameter bolts in each flange, as shown in Figure. If F, = 50 ksi, F, = 65 ksi, and A₂ = 0.90An, compute the following. a. The design strength for LRFD. b. The allowable strength for ASD.

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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Question

1. A C12 x 30 is connected with 1-in. diameter bolts in each flange, as shown in
Figure. If Fy = 50 ksi, F, = 65 ksi, and A₂ = 0.90An. compute the following.
a. The design strength for LRFD.
b. The allowable strength for ASD.
Section

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Step 1: Mention given data:

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Step 2: Properties of Channel section C12×30:

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Step 3: Calculation of area:

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Step 4: Part (a) Calculation of The design strength for LRFD

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Step 5: Part (b) Calculation of The allowable strength for ASD

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