slab final

Design of Two way slab fck 20 fy 415 sl no slab No load S span L Span ly/lxshort-1short-2 long-1 long-2 D dia d msx msy msxhog msyhog 1 S-1 6.63 4 4.5 1.13 D D D D 125 10 105 7.16 5.94 0.00 0.00 2 S-2 7.75 3.725 5.475 1.47 D D D D 150 10 130 9.76 6.02 0.00 0.00 3 S-3 7.75 3.725 8.15 2.19 D D D D 150 10 130 ### 6.02 0.00 0.00 4 S-4 8.75 3.725 8.15 2.19 D D D D 150 10 130 ### 6.80 0.00 0.00 5 S-5 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 6 S-6 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 7 S-7 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 8 S-8 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 9 S-9 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 10 S-10 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 11 S-11 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 12 S-12 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 13 S-13 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 14 S-14 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 15 S-15 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 16 S-16 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 17 S-17 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 18 S-18 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 19 S-20 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 20 S-21 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00

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Design of Two way slabfck 20 fy 415sl no slab No load S spanL Span ly/lx shor!1 shor!2 long!1 long!2 D dia d "sx "sy "sxhog "syhog #sx #sy1 S-1 6.63 4 4.5 1.13 D D D D 125 10 105 7.16 5.94 0.00 0.00 307 2532 S-2 7.75 3.725 5.475 1.47 D D D D 150 10 130 9.76 6.02 0.00 0.00 336 2603 S-3 7.75 3.725 8.15 2.19 D D D D 150 10 130 12.44 6.02 0.00 0.00 433 2604 S-4 8.75 3.725 8.15 2.19 D D D D 150 10 130 14.04 6.80 0.00 0.00 493 2605 S-5 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 308 2396 S-6 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 308 2397 S-7 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 308 2398 S-8 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 308 2399 S-9 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 308 23910 S-10 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 308 23911 S-11 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 308 23912 S-12 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 308 23913 S-13 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 308 23914 S-14 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 308 23915 S-15 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 308 23916 S-16 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 308 23917 S-17 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 308 23918 S-18 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 308 23919 S-20 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 308 23920 S-21 6.63 3.38 3.945 1.17 D D D D 100 10 80 5.38 4.24 0.00 0.00 308 239#sxhog #syhog Dia spacing #sx Dia Spacing #sy Dia Spacing #sxhog Dia Spacing #syhog Load $x126 126 10 256 10 310 8 315 8 315 6.63260 260 8 149 8 193 8 193 8 193 7.22260 260 8 116 8 193 8 193 8 193 7.22260 260 8 102 8 193 8 193 8 193 8.15160 160 10 240 10 240 10 240 10 240 5.60160 160 10 240 10 240 10 240 10 240 5.60160 160 10 240 10 240 10 240 10 240 5.60160 160 10 240 10 240 10 240 10 240 5.60160 160 10 240 10 240 10 240 10 240 5.60160 160 10 240 10 240 10 240 10 240 5.60160 160 10 240 10 240 10 240 10 240 5.60160 160 10 240 10 240 10 240 10 240 5.60160 160 10 240 10 240 10 240 10 240 5.60160 160 10 240 10 240 10 240 10 240 5.60160 160 10 240 10 240 10 240 10 240 5.60160 160 10 240 10 240 10 240 10 240 5.60160 160 10 240 10 240 10 240 10 240 5.60160 160 10 240 10 240 10 240 10 240 5.60160 160 10 240 10 240 10 240 10 240 5.60160 160 10 240 10 240 10 240 10 240 5.60Load $y concree c%" seel #sx seel #sy s%ppor #sx7.37 2.25 43.37 35.739.52 3.06 53.85 41.6211.14 4.55 103.30 61.9612.57 4.55 117.57 61.966.40 1.33 34.24 34.246.40 1.33 34.24 34.246.40 1.33 34.24 34.246.40 1.33 34.24 34.246.40 1.33 34.24 34.246.40 1.33 34.24 34.246.40 1.33 34.24 34.246.40 1.33 34.24 34.246.40 1.33 34.24 34.246.40 1.33 34.24 34.246.40 1.33 34.24 34.246.40 1.33 34.24 34.246.40 1.33 34.24 34.246.40 1.33 34.24 34.246.40 1.33 34.24 34.246.40 1.33 34.24 34.24

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