5.326 in 0.674 in c.g. of C X--+ x 12.00 in 2- C12 x 30s (A = 8.81 in? each) a g=1를 in -8 in in 12 in (a) Tie plate Length of tie plate Width of tie plate (b) enlt O O O
5.326 in 0.674 in c.g. of C X--+ x 12.00 in 2- C12 x 30s (A = 8.81 in? each) a g=1를 in -8 in in 12 in (a) Tie plate Length of tie plate Width of tie plate (b) enlt O O O
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The two C12 x 30sshown in Fig. 4.2 have been selected to support a dead tensile working load of 120 k and a 240-k live tensile working load.The member is 30 ft long, consists of A36 steel, and has one line of three 7/8-in bolts in each channel flange 3 in on center. Using the AISC Specification, determine whether the member is satisfactory and design the necessary tie plates. Assume centers of bolt holes are 1.75 in from the backs of the channels.
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