A C12×30 is connected with 1-inch. diameter bolts in each flange, as shown in figure below. If Fy=50 ksi, Fa= 65 ksi and Ae=0.90An. Compute the following.a. The design strength for LRFDb. The design strength for ASD Problem 2:A C12 x 30 is connected with 1-in. diameter bolts in each flange, as shown in Fig-ure below If F, =50ksi, F₂=65ksi, andA,= 0.904, compute the following.a. The design strength for LRFD.b. The allowable strength for ASD.[CH

Given data:- Diameter of bolt, d=1 in Yield strength of bolt, Fy=50 ksi Ultimate strength of bolt,…

Problem 2: A C12 x 30 is connected with 1-in. diameter bolts in each flange, as shown in Fig- ure below If F, = 50ksi, F.-65ksi, and A, 0904, compute the following. a. The design strength for LRFD. b. The allowable strength for ASD. Section

Problem 2: A C12 x 30 is connected with 1-in. diameter bolts in each flange, as shown in Fig- ure below If F, = 50ksi, F.-65ksi, and A, 0904, compute the following. a. The design strength for LRFD. b. The allowable strength for ASD. Section

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 3.4.6P

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Question

A C12×30 is connected with 1-inch. diameter bolts in each flange, as shown in figure below. If F_y=50 ksi, F_a= 65 ksi and A_e=0.90A_n. Compute the following.

a. The design strength for LRFD

b. The design strength for ASD

Problem 2:
A C12 x 30 is connected with 1-in. diameter bolts in each flange, as shown in Fig-
ure below If F, =50ksi, F₂=65ksi, andA,= 0.904, compute the following.
a. The design strength for LRFD.
b. The allowable strength for ASD.
[CH

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