Unformatted text preview: Assume clear spacing =2d b , clear cover = 1.5-in. on each side and bars are not spliced. 2. 10.2 Calculate the basic embedment lengths, if the bars are used as compression reinforcement and the concrete is sand-lightweight. (a) For #6 and #9 bar. Given f c = 6 ksi and f y =60 ksi. (b) For #14 and #18 bar. Given f c = 5 ksi and f y =60 ksi and f y =75 ksi....
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This note was uploaded on 10/03/2011 for the course CVEN 444 taught by Professor Staff during the Summer '08 term at Texas A&M.
- Summer '08