concretemod

concretemod - f'c fy Es c bw bf h tf h1 h2 w1 As1 As2 As3...

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ANALYSIS AND DESIGN OF R.C. BEAMS (Dr. MIRMIRAN, P.E.) With credits to Andy Neuman INPUT 5 ksi Compres ive strength of concrete 60 ksi Yield strength of ste l Simple Span 20 ft 290 0 ksi Modulus of elasticity of ste l load moment 0 - Ultimate compres ive strain of concrete (0.0 3) k/ft k-ft k-in 12 in Width of web live 2 10 120 12 in Width of flange dead 1.2 60 720 h 24 in Overal depth selfweight 0.3 15 180 0 in Thicknes of flange total dead 1.5 75 90 0 in Depth to top of hole service 3.5 175 210 0 in Depth to bot om of hole factored 5 250 30 0 0 in Width of hole 3 Area of ste l - 1st layer 0.8 Area of ste l - 2nd layer 0 Area of ste l - 3rd layer 0 Area of ste l - 4th layer 0 Area of ste l - 5th layer 21.4 in Depth of ste l - 1st layer 2.38 in Depth of ste l - 2nd layer 0 in Depth of ste l - 3rd layer 0 in Depth of ste l - 4th layer 0 in Depth of ste l - 5th layer Output Gros Transformed Section ybar 12.39 in Depth of centroid (N.A.) uncracked section Igt 15935 Momoent of inertia (uncracked section) Mcr 728 k-in
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This note was uploaded on 05/28/2011 for the course CES 4702 taught by Professor Mirmaran during the Fall '09 term at FIU.

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concretemod - f'c fy Es c bw bf h tf h1 h2 w1 As1 As2 As3...

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