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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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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