Box Culvert Headwall Reinforcing Steel Calculations Sheet

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10, tbox,bot = 8.00 in, V = #5, Y501, 54, 6'-, 1'', 341, 1, 0'-, 6'', 5'-, 8''. 11, W = #5. 12, Wingwalls: X = #5, 2, 5'-, 10''. 13, H = 10.50 ft, Y = #5, WW501, SERIES, TO, 220, STR. 0'-, 4 1/2. 14, h1 = 6.00 ft, Z = #5, of 13, 10'-, 4''. 15, h2 = 6.00 ft, (h2=h1) , WW502, 16, 17'-, 8'', 295, STR. 16, L1 = 18.00 ft, Bar Spacing: 4, 5'-, 11''. 17, L2 ...

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