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=0.904 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

Answered: Image /qna-images/answer/ac82100a-a553-45ef-980c-88eb616c313e.jpg

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, andA,= 0.904, compute the following. a. The design strength for LRFD. b. The allowable strength for ASD. [CH

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, andA,= 0.904, compute the following. a. The design strength for LRFD. b. The allowable strength for ASD. [CH

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

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=0.904 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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