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Problem 6 Development Length (30 pts.) The required reinforcement steel area As for the lightweight reinforced concrete bea

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Giiven data, As 3.14 in 23un Simplied ewation Lenath en. Ad om ale 七 n uoated barts. - (l3 ) (io) L 1.1 Gehk We.ahx (oncvere一Id =88 diameters de 2 .8 s in2 2 /88) = 81 dame n S ametenS b) Aei equation in ktr 0. 215 t 2.5 2.5 2.215 2-Sך large bars 4O 2.215 5% diameters Exuess Yen fovument Reducad 2.88ウ2. 53 diameter 2. 3 diamekens 2to db Cb fc3-1-6000 opg boPs Id = 40 | (0.15) in jo vuement x 666i dianeter 3.14 in2 Id= 61 damares

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HELP! Problem 6 Development Length (30 pts.) The required reinforcement steel area "As" for the lightweight reinforced concrete beam of figure 3 is 2.88 si. The No. 8 top bars are uncoated. C...
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