2F BEAM DESIGN SUMMARY.pdf
- 1. BEAM DESIGN SUMMARY Project Name : HEALTH CENTER Client Name : MARIKINA - CONCEPCION UNO Engineer Name : NICOLAS G. Design File : C:UsersANDT03DesktopConcepcion Uno Health CenterCON_UNO_HEALTH_CENTER_ANALYSIS_REVISION02- Beam-1-4.2m.rcdx Analysis File : C:UsersANDT03DesktopConcepcion Uno Health CenterCON_UNO_HEALTH_CENTER_ANALYSIS_REVISION02.STD Analysis Last Modified : 17/01/2023 11:11:57 AM Level Designed : 4.2m Beam No : B1 Group No : G1 Analysis Reference(Member) 4.2m : 25 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 252.892 134.57 248.12 291.762 146.752250.365 PtClc (%) 1.17 0.59 1.14 1.37 0.645 1.15 Ast Calc (sqmm) 1756.79 885.2 1719.482068.24 970.37 1737.02 Ast Prv (sqmm) 1884.96 1256.641884.962199.12 1256.641884.96 Reinforcement 4-#20 2-#20 4-#20 4-#20 2-#20 4-#20 3-#20 4-#20 4-#20 2-#20 Shear Design Left Mid Right Vu (kN) 295.72 279.84 274.65 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 1407.58 1260.15 1256.386 Asv Prv (sqmm) 1413.75 1292.57 1292.57 Reinforcement 2L-#12 @ 160 2L-#12 @ 175 2L-#12 @ 175
- 2. SFR : 2-#12EF Beam No : B2 Group No : G1 Analysis Reference(Member) 4.2m : 105,169 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 83.836 103.78 103.78 238.595116.956169.432 PtClc (%) 0.36 0.45 0.45 1.09 0.507 0.75 Ast Calc (sqmm) 540.12 674 674 1645.71 763.69 1131.5 Ast Prv (sqmm) 942.48 942.48 942.48 1884.961256.641884.96 Reinforcement 3-#20 3-#20 3-#20 4-#20 2-#20 4-#20 4-#20 2-#20 Shear Design Left Mid Right Vu (kN) 145.74 32.87 150 Asv Torsion (sqmm) 0 0 906.457 Asv Reqd (sqmm) 328.557 295.894 1211.647 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : 2-#12EF Beam No : B3 Group No : G1 Analysis Reference(Member) 4.2m : 291 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm
- 3. Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 111.17 74.985 114.24 198.915 75.258 190.462 PtClc (%) 0.48 0.34 0.5 0.89 0.338 0.85 Ast Calc (sqmm) 724.17 508.94 745.13 1346.27 508.94 1284.06 Ast Prv (sqmm) 942.48 942.48 942.48 1884.961256.641884.96 Reinforcement 3-#20 3-#20 3-#20 4-#20 2-#20 4-#20 4-#20 2-#20 Shear Design Left Mid Right Vu (kN) 37.97 13.31 36.01 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 295.894 295.894 295.894 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : - Beam No : B4 Group No : G1 Analysis Reference(Member) 4.2m : 391,471 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 37.188 128.543112.71 168.709158.521 233.846 PtClc (%) 0.3 0.56 0.49 0.85 0.7 1.07 Ast Calc (sqmm) 453.76 843.41 734.64 1276.471053.56 1609.2
- 4. Ast Prv (sqmm) 942.48 942.48 942.48 1884.961256.64 1884.96 Reinforcement 3-#20 3-#20 3-#20 4-#20 2-#20 4-#20 4-#20 2-#20 Shear Design Left Mid Right Vu (kN) 123.14 25.61 144.61 Asv Torsion (sqmm) 778.101 0 0 Asv Reqd (sqmm) 887.872 295.894 319.488 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : 2-#12EF Beam No : B5 Group No : G1 Analysis Reference(Member) 4.2m : 547 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 240.807 138.024 257.35 251.205 143.129284.081 PtClc (%) 1.1 0.6 1.19 1.16 0.628 1.33 Ast Calc (sqmm) 1662.77 909.25 1791.811743.58 944.94 2005.53 Ast Prv (sqmm) 1884.96 1256.641884.961884.96 1256.642199.12 Reinforcement 4-#20 2-#20 4-#20 4-#20 2-#20 4-#20 2-#20 4-#20 4-#20 3-#20 Shear Design Left Mid Right Vu (kN) 278.27 266.28 287.6 Asv Torsion (sqmm) 0 0 0
- 5. Asv Reqd (sqmm) 1282.68 1158.587 1346.884 Asv Prv (sqmm) 1292.57 1292.57 1370.91 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 165 SFR : - Beam No : B6 Group No : G2 Analysis Reference(Member) 4.2m : 170 Breadth : 250 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 0 0 0 10.327 33.366 46.079 PtClc (%) 0.13 0.13 0.13 0.13 0.256 0.34 Ast Calc (sqmm) 139.75 139.75 139.75 139.75 275.45 363.53 Ast Prv (sqmm) 628.32 628.32 628.32 628.32 628.32 628.32 Reinforcement 2-#20 2-#20 2-#20 2-#20 2-#20 2-#20 Shear Design Left Mid Right Vu (kN) 17.01 19.42 21.84 Asv Reqd (sqmm) 211.353 211.353 211.353 Asv Prv (sqmm) 1052.09 1052.09 1052.09 Reinforcement 2L-#12 @ 215 2L-#12 @ 215 2L-#12 @ 215 SFR : - Beam No : B7 Group No : G2 Analysis Reference(Member) 4.2m : 292 Breadth : 250 mm
- 6. Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 36.175 24.201 38.31 77.991 31.99 74.325 PtClc (%) 0.28 0.18 0.3 0.47 0.245 0.45 Ast Calc (sqmm) 299.09 198.83 317.13 507.63 263.9 482.75 Ast Prv (sqmm) 628.32 628.32 628.32 628.32 628.32 628.32 Reinforcement 2-#20 2-#20 2-#20 2-#20 2-#20 2-#20 Shear Design Left Mid Right Vu (kN) 14.7 5.23 13.71 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 211.353 211.353 211.353 Asv Prv (sqmm) 1508 1508 1508 Reinforcement 2L-#12 @ 150 2L-#12 @ 150 2L-#12 @ 150 SFR : - Beam No : B8 Group No : G2 Analysis Reference(Member) 4.2m : 392 Breadth : 250 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 0 0 0 50.736 36.456 11.087 PtClc (%) 0.13 0.13 0.13 0.34 0.28 0.13
- 7. Ast Calc (sqmm) 139.75 139.75 139.75 363.53 301.46 139.75 Ast Prv (sqmm) 628.32 628.32 628.32 628.32 628.32 628.32 Reinforcement 2-#20 2-#20 2-#20 2-#20 2-#20 2-#20 Shear Design Left Mid Right Vu (kN) 22.65 19.86 17.07 Asv Reqd (sqmm) 211.353 211.353 211.353 Asv Prv (sqmm) 1052.09 1052.09 1052.09 Reinforcement 2L-#12 @ 215 2L-#12 @ 215 2L-#12 @ 215 SFR : - Beam No : B9 Group No : G3 Analysis Reference(Member) 4.2m : 26,79,131,165,211 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 100.859 134.228 41.18 250.077164.189177.345 PtClc (%) 0.43 0.59 0.23 1.15 0.727 0.79 Ast Calc (sqmm) 654.25 882.83 339.21 1734.771093.951188.53 Ast Prv (sqmm) 942.48 942.48 942.48 1884.961256.641884.96 Reinforcement 3-#20 3-#20 3-#20 4-#20 2-#20 4-#20 4-#20 2-#20 Shear Design Left Mid Right Vu (kN) 27.3 49 164.06 Asv Torsion (sqmm) 842.897 0 764.588
- 8. Asv Reqd (sqmm) 842.897 295.894 1187.586 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : 2-#12EF Beam No : B10 Group No : G3 Analysis Reference(Member) 4.2m : 263,299 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 87.708 138.905120.54 223.832 90.082 225.156 PtClc (%) 0.38 0.61 0.52 1.02 0.387 1.03 Ast Calc (sqmm) 565.94 915.4 788.29 1532.83 581.81 1542.88 Ast Prv (sqmm) 942.48 942.48 942.48 1884.961256.64 1884.96 Reinforcement 3-#20 3-#20 3-#20 4-#20 2-#20 4-#20 4-#20 2-#20 Shear Design Left Mid Right Vu (kN) 175.83 47.29 155.28 Asv Torsion (sqmm) 0 359.869 0 Asv Reqd (sqmm) 540.389 359.869 393.86 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : 2-#12EF Beam No : B11 Group No : G3
- 9. Analysis Reference(Member) 4.2m : 393,435,479,548 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 65.04 105.746104.74 178.745148.171 236.19 PtClc (%) 0.37 0.54 0.45 0.8 0.651 1.08 Ast Calc (sqmm) 554.58 819 680.47 1198.67 980.35 1627.19 Ast Prv (sqmm) 942.48 942.48 942.48 1884.961256.64 1884.96 Reinforcement 3-#20 3-#20 3-#20 4-#20 2-#20 4-#20 4-#20 2-#20 Shear Design Left Mid Right Vu (kN) 69.93 41.3 19.84 Asv Torsion (sqmm) 530.645 0 712.852 Asv Reqd (sqmm) 530.645 295.894 712.852 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : 2-#12EF Beam No : B12 Group No : G4 Analysis Reference(Member) 4.2m : 599 Breadth : 250 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top
- 10. Left Mid Right Left Mid Right Mu (kN) 4.106 5.66 4.11 0.002 0 0 PtClc (%) 0.13 0.13 0.13 0.13 0.13 0.13 Ast Calc (sqmm) 139.75 139.75 139.75 139.75 139.75 139.75 Ast Prv (sqmm) 628.32 628.32 628.32 628.32 628.32 628.32 Reinforcement 2-#20 2-#20 2-#20 2-#20 2-#20 2-#20 Shear Design Left Mid Right Vu (kN) 7.24 3.3 7.24 Asv Reqd (sqmm) 211.353 211.353 211.353 Asv Prv (sqmm) 1052.09 1052.09 1052.09 Reinforcement 2L-#12 @ 215 2L-#12 @ 215 2L-#12 @ 215 SFR : - Beam No : B13 Group No : G5 Analysis Reference(Member) 4.2m : 80,135,212 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 58.535 224.235 57.57 338.95 83.625 279.387 PtClc (%) 0.32 1.02 0.34 1.64 0.358 1.31 Ast Calc (sqmm) 485.42 1535.89 517.24 2467.38 538.72 1967.5 Ast Prv (sqmm) 1256.64 1884.961256.642513.28 1256.642199.12 Reinforcement 4-#20 4-#20 2-#20 4-#20 4-#20 4-#20 4-#20 4-#20 3-#20 Shear Design Left Mid Right
- 11. Vu (kN) 220.97 76.81 292.53 Asv Torsion (sqmm) 0 554.952 1312.878 Asv Reqd (sqmm) 871.986 554.952 2668.126 Asv Prv (sqmm) 1292.57 1292.57 2827.5 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 80 SFR : 4-#12EF Beam No : B14 Group No : G5 Analysis Reference(Member) 4.2m : 264,300,380 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 40.69 182.344 91.99 304.34 135.465211.785 PtClc (%) 0.22 0.81 0.4 1.44 0.592 0.96 Ast Calc (sqmm) 335.15 1224.79 594.61 2172.22 891.43 1442.03 Ast Prv (sqmm) 1256.64 1256.641256.642199.12 1256.642199.12 Reinforcement 4-#20 4-#20 4-#20 4-#20 3-#20 4-#20 4-#20 3-#20 Shear Design Left Mid Right Vu (kN) 248.11 194.75 198.91 Asv Torsion (sqmm) 0 0 1372.487 Asv Reqd (sqmm) 1068.946 687.797 1970.864 Asv Prv (sqmm) 1292.57 1292.57 2056.36 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 110 SFR : 3-#12EF
- 12. Beam No : B15 Group No : G5 Analysis Reference(Member) 4.2m : 431,480 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 41.747 204.8 102.89 303.702 61.693 290.907 PtClc (%) 0.23 0.92 0.44 1.44 0.338 1.37 Ast Calc (sqmm) 343.99 1389.9 667.96 2166.91 508.94 2061.22 Ast Prv (sqmm) 1256.64 1884.961256.642199.12 1256.642199.12 Reinforcement 4-#20 4-#20 2-#20 4-#20 4-#20 3-#20 4-#20 4-#20 3-#20 Shear Design Left Mid Right Vu (kN) 260.78 204.29 199.75 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 1159.916 734.448 718.288 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : 2-#12EF Beam No : B16 Group No : G5 Analysis Reference(Member) 4.2m : 549 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam
- 13. Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 242.12 143.676 273.15 254.573 149.872283.285 PtClc (%) 1.11 0.63 1.27 1.18 0.659 1.33 Ast Calc (sqmm) 1672.93 948.78 1917.3 1769.96 992.34 1999.07 Ast Prv (sqmm) 1884.96 1256.642513.282199.12 1256.642199.12 Reinforcement 4-#20 2-#20 4-#20 4-#20 4-#20 4-#20 3-#20 4-#20 4-#20 3-#20 Shear Design Left Mid Right Vu (kN) 270.05 265.35 268.66 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 1211.076 1151.62 1210.811 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : - Beam No : B17 Group No : G6 Analysis Reference(Member) 4.2m : 81,136 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 67.044 244.783 43.48 329.504 28.793 327.388 PtClc (%) 0.34 1.13 0.24 1.59 0.157 1.57 Ast Calc (sqmm) 508.94 1693.57 358.47 2385.45 236.1 2367.24 Ast Prv (sqmm) 1256.64 1884.961256.642513.28 1256.642513.28
- 14. Reinforcement 4-#20 4-#20 2-#20 4-#20 4-#20 4-#20 4-#20 4-#20 4-#20 Shear Design Left Mid Right Vu (kN) 213.95 79.4 218.71 Asv Torsion (sqmm) 0 546.615 0 Asv Reqd (sqmm) 819.653 546.615 853.404 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : 2-#12EF Beam No : B18 Group No : G6 Analysis Reference(Member) 4.2m : 247,301 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 54.156 215.279 60.4 301.958 72.011 306.692 PtClc (%) 0.3 1.08 0.33 1.53 0.338 1.46 Ast Calc (sqmm) 448.35 1618.41 501.21 2302.56 508.94 2191.86 Ast Prv (sqmm) 1256.64 1884.961256.642513.28 1256.642513.28 Reinforcement 4-#20 4-#20 2-#20 4-#20 4-#20 4-#20 4-#20 4-#20 4-#20 Shear Design Left Mid Right Vu (kN) 206.73 166.82 209.8 Asv Torsion (sqmm) 295.894 295.894 0 Asv Reqd (sqmm) 1057.863 769.625 784.992 Asv Prv (sqmm) 1292.57 1292.57 1292.57
- 15. Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : 2-#12EF Beam No : B19 Group No : G6 Analysis Reference(Member) 4.2m : 415,481 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 40.988 238.955 52.92 321.488 24.706 315.899 PtClc (%) 0.22 1.2 0.29 1.64 0.264 1.61 Ast Calc (sqmm) 337.65 1798.64 437.95 2466.91 397.49 2419.44 Ast Prv (sqmm) 1256.64 1884.961256.642513.28 1256.642513.28 Reinforcement 4-#20 4-#20 2-#20 4-#20 4-#20 4-#20 4-#20 4-#20 4-#20 Shear Design Left Mid Right Vu (kN) 209.39 169.55 205.59 Asv Torsion (sqmm) 295.894 295.894 295.894 Asv Reqd (sqmm) 1081.214 765.72 1052.767 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : 2-#12EF Beam No : B20 Group No : G6 Analysis Reference(Member) 4.2m : 550 Breadth : 350 mm
- 16. Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 257.977 145.432 275.45 268.552 161.293310.756 PtClc (%) 1.19 0.64 1.29 1.25 0.713 1.48 Ast Calc (sqmm) 1796.72 961.09 1935.8 1880.54 1073.282225.91 Ast Prv (sqmm) 1884.96 1256.642513.282513.28 1256.642513.28 Reinforcement 4-#20 2-#20 4-#20 4-#20 4-#20 4-#20 4-#20 4-#20 4-#20 4-#20 Shear Design Left Mid Right Vu (kN) 290.02 286.92 304.18 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 1344.962 1313.225 1461.496 Asv Prv (sqmm) 1370.91 1370.91 1508 Reinforcement 2L-#12 @ 165 2L-#12 @ 165 2L-#12 @ 150 SFR : 2-#12EF Beam No : B21 Group No : G7 Analysis Reference(Member) 4.2m : 82 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 25.487 75.096 77.04 0.003 0 0
- 17. PtClc (%) 0.16 0.38 0.39 0.13 0.13 0.13 Ast Calc (sqmm) 209.07 484.54 497.54 167.7 167.7 167.7 Ast Prv (sqmm) 628.32 628.32 628.32 628.32 628.32 628.32 Reinforcement 2-#20 2-#20 2-#20 2-#20 2-#20 2-#20 Shear Design Left Mid Right Vu (kN) 32.34 20.96 9.33 Asv Reqd (sqmm) 253.623 253.623 253.623 Asv Prv (sqmm) 1052.09 1052.09 1052.09 Reinforcement 2L-#12 @ 215 2L-#12 @ 215 2L-#12 @ 215 SFR : - Beam No : B22 Group No : G7 Analysis Reference(Member) 4.2m : 137 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 86.423 82.427 27.12 0 0 0.003 PtClc (%) 0.43 0.41 0.17 0.13 0.13 0.13 Ast Calc (sqmm) 560.6 533.67 222.59 167.7 167.7 167.7 Ast Prv (sqmm) 628.32 628.32 628.32 628.32 628.32 628.32 Reinforcement 2-#20 2-#20 2-#20 2-#20 2-#20 2-#20 Shear Design Left Mid Right Vu (kN) 8.7 21.59 32.97 Asv Reqd (sqmm) 253.623 253.623 253.623
- 18. Asv Prv (sqmm) 1052.09 1052.09 1052.09 Reinforcement 2L-#12 @ 215 2L-#12 @ 215 2L-#12 @ 215 SFR : - Beam No : B23 Group No : G8 Analysis Reference(Member) 4.2m : 83 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 26.391 75.286 75.93 0.002 0 0 PtClc (%) 0.17 0.38 0.38 0.13 0.13 0.13 Ast Calc (sqmm) 216.57 485.81 490.1 167.7 167.7 167.7 Ast Prv (sqmm) 628.32 628.32 628.32 628.32 628.32 628.32 Reinforcement 2-#20 2-#20 2-#20 2-#20 2-#20 2-#20 Shear Design Left Mid Right Vu (kN) 35.45 23.83 8.97 Asv Reqd (sqmm) 253.623 253.623 253.623 Asv Prv (sqmm) 1052.09 1052.09 1052.09 Reinforcement 2L-#12 @ 215 2L-#12 @ 215 2L-#12 @ 215 SFR : - Beam No : B24 Group No : G8 Analysis Reference(Member) 4.2m : 138 Breadth : 300 mm Depth : 500 mm
- 19. Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 94.519 90.448 29.76 0 0 0.003 PtClc (%) 0.48 0.46 0.19 0.13 0.13 0.13 Ast Calc (sqmm) 615.48 587.83 244.57 167.7 167.7 167.7 Ast Prv (sqmm) 628.32 628.32 628.32 628.32 628.32 628.32 Reinforcement 2-#20 2-#20 2-#20 2-#20 2-#20 2-#20 Shear Design Left Mid Right Vu (kN) 8.36 24.45 36.07 Asv Reqd (sqmm) 253.623 253.623 253.623 Asv Prv (sqmm) 1052.09 1052.09 1052.09 Reinforcement 2L-#12 @ 215 2L-#12 @ 215 2L-#12 @ 215 SFR : - Beam No : B25 Group No : G9 Analysis Reference(Member) 4.2m : 84,139 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 76.381 308.634 42.5 390.386 37.388 388.789 PtClc (%) 0.36 1.64 0.26 2.2 0.225 2.19 Ast Calc (sqmm) 516.13 2357.03 367.94 3161.09 323.02 3144.18
- 20. Ast Prv (sqmm) 1256.64 2513.281256.643455.76 1256.643455.76 Reinforcement 4-#20 4-#20 4-#20 4-#20 4-#20 4-#20 3-#20 4-#20 4-#20 4-#20 3-#20 Shear Design Left Mid Right Vu (kN) 244.1 212.9 249.73 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 1112.939 870.517 1154.773 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : 2-#12EF Beam No : B26 Group No : G9 Analysis Reference(Member) 4.2m : 248,302 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 60.511 275.464 60.66 361.45 90.055 361.88 PtClc (%) 0.34 1.44 0.34 1.99 0.427 2 Ast Calc (sqmm) 485.27 2060.5 485.27 2862.75 612.21 2867.06 Ast Prv (sqmm) 1256.64 2513.281256.643455.76 1256.643455.76 Reinforcement 4-#20 4-#20 4-#20 4-#20 4-#20 4-#20 3-#20 4-#20 4-#20 4-#20 3-#20 Shear Design Left Mid Right Vu (kN) 239.77 220.22 239.65
- 21. Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 1073.54 931.577 1072.771 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : 2-#12EF Beam No : B27 Group No : G9 Analysis Reference(Member) 4.2m : 416,482 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 48.303 334.762 75.21 405.765 41.278 392.084 PtClc (%) 0.29 1.81 0.35 2.32 0.249 2.22 Ast Calc (sqmm) 419.24 2601.55 507.95 3327 357.21 3179.14 Ast Prv (sqmm) 1256.64 3141.6 1256.643455.76 1256.643455.76 Reinforcement 4-#20 4-#20 4-#20 2-#20 4-#20 4-#20 4-#20 3-#20 4-#20 4-#20 4-#20 3-#20 Shear Design Left Mid Right Vu (kN) 257.5 236.32 241.1 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 1216.861 1049.5 1090.884 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : 2-#12EF
- 22. Beam No : B28 Group No : G10 Analysis Reference(Member) 4.2m : 85,140 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 118.72 299.796 95.44 384.651 32.923 388.005 PtClc (%) 0.67 1.69 0.56 2.16 0.334 2.29 Ast Calc (sqmm) 965.82 2425.15 800.56 3100.58 479.13 3284.46 Ast Prv (sqmm) 1256.64 2513.281256.64 3141.6 1256.643455.76 Reinforcement 4-#20 4-#20 4-#20 4-#20 4-#20 4-#20 2-#20 4-#20 4-#20 4-#20 3-#20 Shear Design Left Mid Right Vu (kN) 213.39 206.9 247.22 Asv Torsion (sqmm) 295.894 370.358 306.759 Asv Reqd (sqmm) 1175.253 1208.583 1442.517 Asv Prv (sqmm) 1292.57 1292.57 1459.35 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 155 SFR : 2-#12EF Beam No : B29 Group No : G10 Analysis Reference(Member) 4.2m : 249,303 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011
- 23. Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 110.064 245.663 105.28 348.634 86.307 344.73 PtClc (%) 0.63 1.36 0.61 2.01 0.513 1.98 Ast Calc (sqmm) 900.43 1955.88 870.77 2885.93 735.92 2847.83 Ast Prv (sqmm) 1256.64 2513.281256.643455.76 1256.64 3141.6 Reinforcement 4-#20 4-#20 4-#20 4-#20 4-#20 4-#20 3-#20 4-#20 4-#20 4-#20 2-#20 Shear Design Left Mid Right Vu (kN) 232.74 196.47 230.33 Asv Torsion (sqmm) 295.894 295.894 295.894 Asv Reqd (sqmm) 1313.636 1040.866 1303.186 Asv Prv (sqmm) 1330.59 1292.57 1330.59 Reinforcement 2L-#12 @ 170 2L-#12 @ 175 2L-#12 @ 170 SFR : 2-#12EF Beam No : B30 Group No : G10 Analysis Reference(Member) 4.2m : 417,463,495 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 128.075 266.512 149.59 364.744 70.486 363.446 PtClc (%) 0.62 1.47 0.81 2.11 0.436 2.01 Ast Calc (sqmm) 885.95 2109.8 1162.77 3022.8 625.24 2882.8
- 24. Ast Prv (sqmm) 1256.64 2513.281256.64 3141.6 1256.64 3141.6 Reinforcement 4-#20 4-#20 4-#20 4-#20 4-#20 4-#20 2-#20 4-#20 4-#20 4-#20 2-#20 Shear Design Left Mid Right Vu (kN) 230.4 220.45 226.98 Asv Torsion (sqmm) 454.905 339.888 295.894 Asv Reqd (sqmm) 1467.495 1229.962 1269.945 Asv Prv (sqmm) 1508 1292.57 1292.57 Reinforcement 2L-#12 @ 150 2L-#12 @ 175 2L-#12 @ 175 SFR : 2-#12EF Beam No : B31 Group No : G11 Analysis Reference(Member) 4.2m : 86,141 Breadth : 250 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 26.32 51.94 10.38 62.266 0 80.471 PtClc (%) 0.3 0.39 0.17 0.46 0.13 0.56 Ast Calc (sqmm) 324.8 414.76 178.22 492.04 139.75 606.12 Ast Prv (sqmm) 628.32 628.32 628.32 628.32 628.32 628.32 Reinforcement 2-#20 2-#20 2-#20 2-#20 2-#20 2-#20 Shear Design Left Mid Right Vu (kN) 50.65 24.93 53.76 Asv Torsion (sqmm) 485.82 485.82 469.219
- 25. Asv Reqd (sqmm) 485.82 485.82 469.219 Asv Prv (sqmm) 1508 1508 1508 Reinforcement 2L-#12 @ 150 2L-#12 @ 150 2L-#12 @ 150 SFR : 2-#12EF Beam No : B32 Group No : G11 Analysis Reference(Member) 4.2m : 250,304 Breadth : 250 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 14.448 30.625 9.74 78.253 9.125 90.04 PtClc (%) 0.19 0.34 0.13 0.47 0.138 0.55 Ast Calc (sqmm) 204.23 360.45 139.75 509.41 148.88 590.16 Ast Prv (sqmm) 628.32 628.32 628.32 628.32 628.32 628.32 Reinforcement 2-#20 2-#20 2-#20 2-#20 2-#20 2-#20 Shear Design Left Mid Right Vu (kN) 33.07 26.39 46.43 Asv Torsion (sqmm) 651.688 651.688 0 Asv Reqd (sqmm) 651.688 651.688 211.353 Asv Prv (sqmm) 1508 1508 1508 Reinforcement 2L-#12 @ 150 2L-#12 @ 150 2L-#12 @ 150 SFR : 2-#12EF Beam No : B33 Group No : G11 Analysis Reference(Member) 4.2m : 418,464
- 26. Breadth : 250 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 12.573 38.031 38.03 83.101 30.101 10.947 PtClc (%) 0.13 0.34 0.34 0.58 0.33 0.13 Ast Calc (sqmm) 139.75 363.53 363.53 624.96 355.28 139.75 Ast Prv (sqmm) 628.32 628.32 628.32 628.32 628.32 628.32 Reinforcement 2-#20 2-#20 2-#20 2-#20 2-#20 2-#20 Shear Design Left Mid Right Vu (kN) 57.29 43.77 27.33 Asv Torsion (sqmm) 288.806 288.806 288.806 Asv Reqd (sqmm) 288.806 288.806 288.806 Asv Prv (sqmm) 1508 1508 1508 Reinforcement 2L-#12 @ 150 2L-#12 @ 150 2L-#12 @ 150 SFR : 2-#12EF Beam No : B34 Group No : G12 Analysis Reference(Member) 4.2m : 444 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 167.461 115.054 168.84 262.752 99.081267.749
- 27. PtClc (%) 0.97 0.65 0.98 1.63 0.554 1.67 Ast Calc (sqmm) 1197.61 798.19 1208.472003.92 681.422049.78 Ast Prv (sqmm) 1570.8 942.48 1570.8 2513.28 942.482513.28 Reinforcement 3-#20 2-#20 3-#20 3-#20 2-#20 3-#20 3-#20 2-#20 3-#20 3-#20 3-#20 2-#20 Shear Design Left Mid Right Vu (kN) 128.32 14.33 129.03 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 344.045 253.623 350.277 Asv Prv (sqmm) 1370.91 1370.91 1370.91 Reinforcement 2L-#12 @ 165 2L-#12 @ 165 2L-#12 @ 165 SFR : - Beam No : B35 Group No : G13 Analysis Reference(Member) 4.2m : 6 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Cantilever Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 4.488 3.366 0 0 5.61 13.464 PtClc (%) 0.13 0.13 0.13 0.13 0.13 0.13 Ast Calc (sqmm) 159.9 159.9 159.9 159.9 159.9 159.9 Ast Prv (sqmm) 628.32 628.32 628.32 2513.282513.282513.28 Reinforcement 2-#20 2-#20 2-#20 3-#20 3-#20 2-#20 3-#20 3-#20 2-#20 3-#20 3-#20 2-#20
- 28. Shear Design Left Mid Right Vu (kN) 6.33 12.67 19 Asv Reqd (sqmm) 253.623 253.623 253.623 Asv Prv (sqmm) 1103.41 1103.41 1103.41 Reinforcement 2L-#12 @ 205 2L-#12 @ 205 2L-#12 @ 205 SFR : - Beam No : B36 Group No : G13 Analysis Reference(Member) 4.2m : 591,5 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 225.48 207.253134.96 300.558175.913 183.91 PtClc (%) 1.36 1.24 0.77 1.92 1.028 1.08 Ast Calc (sqmm) 1674.18 1520.05 946.8 2361.91 1264.6 1328.71 Ast Prv (sqmm) 1884.96 1570.8 1570.8 2513.28 1570.8 2513.28 Reinforcement 3-#20 3-#20 3-#20 2-#20 3-#20 2-#20 3-#20 3-#20 2-#20 3-#20 2-#20 3-#20 3-#20 2-#20 Shear Design Left Mid Right Vu (kN) 200.05 168.39 201.85 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 889.229 573.117 858.82 Asv Prv (sqmm) 1370.91 1370.91 1370.91 Reinforcement 2L-#12 @ 165 2L-#12 @ 165 2L-#12 @ 165 SFR : 2-#12EF
- 29. Beam No : B37 Group No : G13 Analysis Reference(Member) 4.2m : 4 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 261.795 159.634 295.24 279.945 157.759309.206 PtClc (%) 1.62 0.92 1.88 1.76 0.912 1.99 Ast Calc (sqmm) 1995.19 1136.252309.932163.48 1121.642447.69 Ast Prv (sqmm) 2513.28 1570.8 2513.282513.28 1570.8 2513.28 Reinforcement 3-#20 3-#20 2-#20 3-#20 2-#20 3-#20 3-#20 2-#20 3-#20 3-#20 2-#20 3-#20 2-#20 3-#20 3-#20 2-#20 Shear Design Left Mid Right Vu (kN) 311.59 296.38 309.05 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 1719.246 1557.319 1710.978 Asv Prv (sqmm) 1740 1560 1740 Reinforcement 2L-#12 @ 130 2L-#12 @ 145 2L-#12 @ 130 SFR : - Beam No : B38 Group No : G14 Analysis Reference(Member) 4.2m : 45 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm
- 30. Design Code : ACI 318M - 2011 Beam Type : Cantilever Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 52.108 21.337 0 0 52.634 95.835 PtClc (%) 0.38 0.32 0.13 0.13 0.378 0.57 Ast Calc (sqmm) 565.73 478.87 195.65 195.65 569.15 854.54 Ast Prv (sqmm) 942.48 942.48 942.48 2199.122199.122199.12 Reinforcement 3-#20 3-#20 3-#20 4-#20 3-#20 4-#20 3-#20 4-#20 3-#20 Shear Design Left Mid Right Vu (kN) 84.9 96.05 112.46 Asv Torsion (sqmm) 1601.813 1601.813 1601.813 Asv Reqd (sqmm) 1601.813 1601.813 1622.365 Asv Prv (sqmm) 1615.71 1615.71 1675.56 Reinforcement 2L-#12 @ 140 2L-#12 @ 140 2L-#12 @ 135 SFR : 3-#12EF Beam No : B39 Group No : G14 Analysis Reference(Member) 4.2m : 44 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 94.796 100.413 81.49 291.504 75.389 269.022 PtClc (%) 0.41 0.43 0.35 1.37 0.338 1.25 Ast Calc (sqmm) 613.41 651.24 524.53 2066.12 508.94 1884.29
- 31. Ast Prv (sqmm) 942.48 942.48 942.48 2199.121256.64 1884.96 Reinforcement 3-#20 3-#20 3-#20 4-#20 3-#20 4-#20 4-#20 2-#20 Shear Design Left Mid Right Vu (kN) 167.06 29.26 165.11 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 483.738 295.894 473.387 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : - Beam No : B40 Group No : G14 Analysis Reference(Member) 4.2m : 43,42,41 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 72.188 175.432 170.72 240.387 149.785227.908 PtClc (%) 0.34 0.78 0.76 1.1 0.659 1.04 Ast Calc (sqmm) 508.94 1174.711140.761659.53 991.72 1563.82 Ast Prv (sqmm) 1256.64 1256.641256.641884.96 1256.641884.96 Reinforcement 4-#20 4-#20 4-#20 4-#20 2-#20 4-#20 4-#20 2-#20 Shear Design Left Mid Right Vu (kN) 146.98 147.33 154.79 Asv Torsion (sqmm) 933.394 0 688.47
- 32. Asv Reqd (sqmm) 1226.586 336.76 1000.449 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : 2-#12EF Beam No : B41 Group No : G14 Analysis Reference(Member) 4.2m : 40 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 160.385 102.772 170.38 246.613 100.669234.272 PtClc (%) 0.71 0.44 0.76 1.13 0.434 1.07 Ast Calc (sqmm) 1066.81 667.18 1138.291707.78 652.97 1612.47 Ast Prv (sqmm) 1256.64 1256.641256.641884.96 1256.642199.12 Reinforcement 4-#20 4-#20 4-#20 4-#20 2-#20 4-#20 4-#20 3-#20 Shear Design Left Mid Right Vu (kN) 164.73 18.7 157.93 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 466.345 295.894 406.207 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : - Beam No : B42 Group No : G14
- 33. Analysis Reference(Member) 4.2m : 595,39 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 123.54 176.622 88.6 303.032 110.812 94.363 PtClc (%) 0.54 0.79 0.38 1.44 0.48 0.41 Ast Calc (sqmm) 808.89 1183.3 571.93 2161.33 721.73 610.5 Ast Prv (sqmm) 1256.64 1256.641256.642199.12 1256.641256.64 Reinforcement 4-#20 4-#20 4-#20 4-#20 3-#20 4-#20 4-#20 Shear Design Left Mid Right Vu (kN) 205.89 32.55 55.37 Asv Torsion (sqmm) 0 671.098 671.098 Asv Reqd (sqmm) 764.939 671.098 671.098 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : 2-#12EF Beam No : B43 Group No : G14 Analysis Reference(Member) 4.2m : 38 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top
- 34. Left Mid Right Left Mid Right Mu (kN) 129.547 107.112 148.86 32.956 177.715292.479 PtClc (%) 0.66 0.56 0.75 0.31 0.792 1.38 Ast Calc (sqmm) 1000.51 846.74 1135.36 465.87 1191.212074.12 Ast Prv (sqmm) 1256.64 1256.641256.641256.64 1256.642199.12 Reinforcement 4-#20 4-#20 4-#20 4-#20 4-#20 4-#20 3-#20 Shear Design Left Mid Right Vu (kN) 187.84 199.01 205.79 Asv Torsion (sqmm) 295.894 295.894 295.894 Asv Reqd (sqmm) 867.021 986.622 1049.223 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : 2-#12EF Beam No : B44 Group No : G15 Analysis Reference(Member) 4.2m : 115 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 2.731 3.757 2.4 18.846 64.422 91.151 PtClc (%) 0.13 0.13 0.13 0.13 0.338 0.46 Ast Calc (sqmm) 167.7 167.7 167.7 167.7 436.23 592.6 Ast Prv (sqmm) 628.32 628.32 628.32 628.32 628.32 628.32 Reinforcement 2-#20 2-#20 2-#20 2-#20 2-#20 2-#20 Shear Design
- 35. Left Mid Right Vu (kN) 19.84 28.33 32.61 Asv Reqd (sqmm) 253.623 253.623 253.623 Asv Prv (sqmm) 1052.09 1052.09 1052.09 Reinforcement 2L-#12 @ 215 2L-#12 @ 215 2L-#12 @ 215 SFR : - Beam No : B45 Group No : G16 Analysis Reference(Member) 4.2m : 114 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 29.73 86.189 2.59 158.742 6.517 156.448 PtClc (%) 0.19 0.43 0.13 0.83 0.13 0.81 Ast Calc (sqmm) 244.33 559.02 167.7 1067.64 167.7 1050.94 Ast Prv (sqmm) 628.32 628.32 628.32 1570.8 942.48 1570.8 Reinforcement 2-#20 2-#20 2-#20 3-#20 2-#20 3-#20 3-#20 2-#20 Shear Design Left Mid Right Vu (kN) 131.17 32.14 136.32 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 315.631 253.623 351.274 Asv Prv (sqmm) 1370.91 1370.91 1370.91 Reinforcement 2L-#12 @ 165 2L-#12 @ 165 2L-#12 @ 165 SFR : -
- 36. Beam No : B46 Group No : G16 Analysis Reference(Member) 4.2m : 113,112,111 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 29.643 43.724 19.94 74.058 41.426 57.504 PtClc (%) 0.19 0.28 0.25 0.37 0.265 0.34 Ast Calc (sqmm) 243.6 361.55 318.65 477.61 342.2 436.23 Ast Prv (sqmm) 628.32 628.32 628.32 1570.8 942.48 942.48 Reinforcement 2-#20 2-#20 2-#20 3-#20 2-#20 3-#20 3-#20 Shear Design Left Mid Right Vu (kN) 57.64 24.34 56.99 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 253.623 253.623 253.623 Asv Prv (sqmm) 1370.91 1370.91 1370.91 Reinforcement 2L-#12 @ 165 2L-#12 @ 165 2L-#12 @ 165 SFR : 2-#12EF Beam No : B47 Group No : G16 Analysis Reference(Member) 4.2m : 110 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam
- 37. Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 0 16.779 9.31 63.879 12.607 41.757 PtClc (%) 0.13 0.13 0.13 0.34 0.13 0.27 Ast Calc (sqmm) 167.7 167.7 167.7 436.23 167.7 344.99 Ast Prv (sqmm) 628.32 628.32 628.32 942.48 942.48 942.48 Reinforcement 2-#20 2-#20 2-#20 3-#20 3-#20 3-#20 Shear Design Left Mid Right Vu (kN) 40.45 21.04 31.11 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 253.623 253.623 253.623 Asv Prv (sqmm) 1370.91 1370.91 1370.91 Reinforcement 2L-#12 @ 165 2L-#12 @ 165 2L-#12 @ 165 SFR : - Beam No : B48 Group No : G17 Analysis Reference(Member) 4.2m : 109 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 8.586 60.317 33.85 77.563 4.224 0.001 PtClc (%) 0.13 0.34 0.22 0.39 0.13 0.13 Ast Calc (sqmm) 167.7 436.23 278.66 501.04 167.7 167.7 Ast Prv (sqmm) 628.32 628.32 628.32 628.32 628.32 628.32 Reinforcement 2-#20 2-#20 2-#20 2-#20 2-#20 2-#20
- 38. Shear Design Left Mid Right Vu (kN) 54.13 29.6 34.15 Asv Reqd (sqmm) 253.623 253.623 253.623 Asv Prv (sqmm) 1052.09 1052.09 1052.09 Reinforcement 2L-#12 @ 215 2L-#12 @ 215 2L-#12 @ 215 SFR : - Beam No : B49 Group No : G18 Analysis Reference(Member) 4.2m : 158,157 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 19.12 27.629 34.16 10.376 27.532 37.303 PtClc (%) 0.24 0.18 0.22 0.19 0.175 0.24 Ast Calc (sqmm) 311.88 226.85 281.27 240.04 226.04 307.58 Ast Prv (sqmm) 628.32 628.32 628.32 628.32 628.32 628.32 Reinforcement 2-#20 2-#20 2-#20 2-#20 2-#20 2-#20 Shear Design Left Mid Right Vu (kN) 21.51 1.93 4.59 Asv Torsion (sqmm) 526.035 0 0 Asv Reqd (sqmm) 526.035 253.623 253.623 Asv Prv (sqmm) 1370.91 1370.91 1370.91 Reinforcement 2L-#12 @ 165 2L-#12 @ 165 2L-#12 @ 165 SFR : 2-#12EF
- 39. Beam No : B50 Group No : G19 Analysis Reference(Member) 4.2m : 186 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Cantilever Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 101.824 32.719 0 0 101.857 175.328 PtClc (%) 0.54 0.33 0.13 0.13 0.539 0.88 Ast Calc (sqmm) 810.92 504.03195.65 195.65 811.15 1324.11 Ast Prv (sqmm) 942.48 942.48942.48 2199.122199.12 2199.12 Reinforcement 3-#20 3-#20 3-#20 4-#20 3-#20 4-#20 3-#20 4-#20 3-#20 Shear Design Left Mid Right Vu (kN) 132.51 132.51 150.97 Asv Torsion (sqmm) 1238.426 1238.426 1238.426 Asv Reqd (sqmm) 1425.172 1425.172 1554.402 Asv Prv (sqmm) 1459.35 1459.35 1560 Reinforcement 2L-#12 @ 155 2L-#12 @ 155 2L-#12 @ 145 SFR : 3-#12EF Beam No : B51 Group No : G19 Analysis Reference(Member) 4.2m : 185 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam
- 40. Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 78.895 91.6 73.45 283.691 68.713 256.511 PtClc (%) 0.34 0.39 0.34 1.33 0.338 1.19 Ast Calc (sqmm) 508.94 591.97 508.94 2002.36 508.94 1785.18 Ast Prv (sqmm) 942.48 942.48 942.48 2199.121256.641884.96 Reinforcement 3-#20 3-#20 3-#20 4-#20 3-#20 4-#20 4-#20 2-#20 Shear Design Left Mid Right Vu (kN) 166.92 31.51 162.32 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 481.307 295.894 451.041 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : - Beam No : B52 Group No : G19 Analysis Reference(Member) 4.2m : 184,183,182 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 55.885 155.485 139.33 228.139 170.976204.101 PtClc (%) 0.31 0.69 0.61 1.04 0.759 0.92 Ast Calc (sqmm) 462.98 1032.01 918.37 1565.57 1142.59 1384.7 Ast Prv (sqmm) 1256.64 1256.641256.641884.96 1256.641884.96
- 41. Reinforcement 4-#20 4-#20 4-#20 4-#20 2-#20 4-#20 4-#20 2-#20 Shear Design Left Mid Right Vu (kN) 232.3 28.41 224.84 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 945.313 295.894 860.994 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : 2-#12EF Beam No : B53 Group No : G19 Analysis Reference(Member) 4.2m : 181 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 91.377 66.445 83.09 179.959 75.128 138.123 PtClc (%) 0.39 0.34 0.36 0.8 0.338 0.6 Ast Calc (sqmm) 590.48 508.94 535.18 1207.47 508.94 909.94 Ast Prv (sqmm) 942.48 942.48 942.48 1884.961256.641256.64 Reinforcement 3-#20 3-#20 3-#20 4-#20 2-#20 4-#20 4-#20 Shear Design Left Mid Right Vu (kN) 40.43 21.24 32.94 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 295.894 295.894 295.894 Asv Prv (sqmm) 1292.57 1292.57 1292.57
- 42. Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : 2-#12EF Beam No : B54 Group No : G20 Analysis Reference(Member) 4.2m : 180 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 30.038 71.479 38.28 117.722 32.084 0.002 PtClc (%) 0.16 0.34 0.21 0.51 0.175 0.13 Ast Calc (sqmm) 246.43 508.94 315 768.93 263.41195.65 Ast Prv (sqmm) 942.48 942.48 942.48 942.48 942.48942.48 Reinforcement 3-#20 3-#20 3-#20 3-#20 3-#20 3-#20 Shear Design Left Mid Right Vu (kN) 56.37 31.38 33.53 Asv Reqd (sqmm) 295.894 295.894 295.894 Asv Prv (sqmm) 1052.09 1052.09 1052.09 Reinforcement 2L-#12 @ 215 2L-#12 @ 215 2L-#12 @ 215 SFR : - Beam No : B55 Group No : G21 Analysis Reference(Member) 4.2m : 227,226 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414
- 43. Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 133.99 221.567 260.87 187.52 187.52 285.067 PtClc (%) 0.76 1.33 1.62 1.2 1.201 1.8 Ast Calc (sqmm) 939.51 1640.721986.75 1477.471477.472212.03 Ast Prv (sqmm) 942.48 1884.962513.28 1570.8 1570.8 2513.28 Reinforcement 3-#20 3-#20 3-#20 3-#20 3-#20 2-#20 3-#20 2-#20 3-#20 2-#20 3-#20 3-#20 2-#20 Shear Design Left Mid Right Vu (kN) 360.73 342.83 348.03 Asv Torsion (sqmm) 253.623 0 0 Asv Reqd (sqmm) 2316.394 1890.674 1994.354 Asv Prv (sqmm) 2381.05 1966.96 2056.36 Reinforcement 2L-#12 @ 95 2L-#12 @ 115 2L-#12 @ 110 SFR : 2-#12EF Beam No : B56 Group No : G22 Analysis Reference(Member) 4.2m : 275 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 0.001 0 0 10.125 38.259 56.268 PtClc (%) 0.13 0.13 0.13 0.13 0.245 0.34
- 44. Ast Calc (sqmm) 167.7 167.7 167.7 167.7 315.6 436.23 Ast Prv (sqmm) 628.32 628.32 628.32 628.32 628.32 628.32 Reinforcement 2-#20 2-#20 2-#20 2-#20 2-#20 2-#20 Shear Design Left Mid Right Vu (kN) 15.83 24.32 28.6 Asv Reqd (sqmm) 253.623 253.623 253.623 Asv Prv (sqmm) 1052.09 1052.09 1052.09 Reinforcement 2L-#12 @ 215 2L-#12 @ 215 2L-#12 @ 215 SFR : - Beam No : B57 Group No : G23 Analysis Reference(Member) 4.2m : 274 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 21.939 75.329 2.58 135.207 0 148.961 PtClc (%) 0.14 0.38 0.13 0.7 0.13 0.77 Ast Calc (sqmm) 179.69 486.1 167.7 898.3 167.7 996.72 Ast Prv (sqmm) 628.32 628.32 628.32 942.48 942.48 1570.8 Reinforcement 2-#20 2-#20 2-#20 3-#20 3-#20 3-#20 2-#20 Shear Design Left Mid Right Vu (kN) 81.31 30.59 126.25 Asv Torsion (sqmm) 0 0 0
- 45. Asv Reqd (sqmm) 253.623 253.623 277.418 Asv Prv (sqmm) 1370.91 1370.91 1370.91 Reinforcement 2L-#12 @ 165 2L-#12 @ 165 2L-#12 @ 165 SFR : - Beam No : B58 Group No : G23 Analysis Reference(Member) 4.2m : 273 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 0.793 54.135 7.74 126.243 2.771 106.823 PtClc (%) 0.13 0.34 0.13 0.65 0.13 0.54 Ast Calc (sqmm) 167.7 436.23 167.7 834.95 167.7 699.75 Ast Prv (sqmm) 628.32 628.32 628.32 1570.8 942.48 942.48 Reinforcement 2-#20 2-#20 2-#20 3-#20 2-#20 3-#20 3-#20 Shear Design Left Mid Right Vu (kN) 78.4 27.62 73.96 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 253.623 253.623 253.623 Asv Prv (sqmm) 1370.91 1370.91 1370.91 Reinforcement 2L-#12 @ 165 2L-#12 @ 165 2L-#12 @ 165 SFR : - Beam No : B59 Group No : G23
- 46. Analysis Reference(Member) 4.2m : 272 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 4.447 16.585 11.07 65.306 13.825 59.056 PtClc (%) 0.13 0.13 0.13 0.34 0.13 0.34 Ast Calc (sqmm) 167.7 167.7 167.7 436.23 167.7 436.23 Ast Prv (sqmm) 628.32 628.32 628.32 942.48 942.48 942.48 Reinforcement 2-#20 2-#20 2-#20 3-#20 3-#20 3-#20 Shear Design Left Mid Right Vu (kN) 36.69 19.56 33 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 253.623 253.623 253.623 Asv Prv (sqmm) 1370.91 1370.91 1370.91 Reinforcement 2L-#12 @ 165 2L-#12 @ 165 2L-#12 @ 165 SFR : - Beam No : B60 Group No : G24 Analysis Reference(Member) 4.2m : 271 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right
- 47. Mu (kN) 7.357 56.711 32.33 77.235 5.623 0.001 PtClc (%) 0.13 0.34 0.21 0.39 0.13 0.13 Ast Calc (sqmm) 167.7 436.23 266 498.84 167.7 167.7 Ast Prv (sqmm) 628.32 628.32 628.32 628.32 628.32 628.32 Reinforcement 2-#20 2-#20 2-#20 2-#20 2-#20 2-#20 Shear Design Left Mid Right Vu (kN) 52.57 29.24 32.62 Asv Reqd (sqmm) 253.623 253.623 253.623 Asv Prv (sqmm) 1052.09 1052.09 1052.09 Reinforcement 2L-#12 @ 215 2L-#12 @ 215 2L-#12 @ 215 SFR : - Beam No : B61 Group No : G25 Analysis Reference(Member) 4.2m : 336,335 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 204.251 202.442 194.79 327.484 111.087285.213 PtClc (%) 1.13 1.12 1.08 1.87 0.636 1.5 Ast Calc (sqmm) 1617.72 1603.321542.812682.54 912.56 2146.16 Ast Prv (sqmm) 1884.96 1884.961884.96 3141.6 1256.642199.12 Reinforcement 4-#20 2-#20 4-#20 2-#20 4-#20 2-#20 4-#20 4-#20 2-#20 4-#20 4-#20 3-#20 Shear Design Left Mid Right
- 48. Vu (kN) 338.44 305.3 309.55 Asv Torsion (sqmm) 556.324 556.324 0 Asv Reqd (sqmm) 2361.75 2118.753 1617.769 Asv Prv (sqmm) 2381.05 2154.29 1675.56 Reinforcement 2L-#12 @ 95 2L-#12 @ 105 2L-#12 @ 135 SFR : 4-#12EF Beam No : B62 Group No : G25 Analysis Reference(Member) 4.2m : 334 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 66.055 92.913 76.1 248.097 54.301 256.882 PtClc (%) 0.34 0.44 0.36 1.27 0.329 1.32 Ast Calc (sqmm) 485.27 632.45 514.18 1826.16 472.49 1900.44 Ast Prv (sqmm) 942.48 942.48 942.48 2199.121256.642199.12 Reinforcement 3-#20 3-#20 3-#20 4-#20 3-#20 4-#20 4-#20 3-#20 Shear Design Left Mid Right Vu (kN) 160.32 29.83 160.04 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 485.217 295.894 485.145 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : -
- 49. Beam No : B63 Group No : G25 Analysis Reference(Member) 4.2m : 333 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 82.647 85.85 76.95 253.511 66.037 233.634 PtClc (%) 0.39 0.41 0.36 1.3 0.338 1.19 Ast Calc (sqmm) 560.01 582.54 520.11 1871.83 485.27 1705.69 Ast Prv (sqmm) 942.48 942.48 942.48 2199.121256.641884.96 Reinforcement 3-#20 3-#20 3-#20 4-#20 3-#20 4-#20 4-#20 2-#20 Shear Design Left Mid Right Vu (kN) 158.7 28.15 155.41 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 474.314 295.894 453.504 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : - Beam No : B64 Group No : G25 Analysis Reference(Member) 4.2m : 332 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam
- 50. Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 94.36 73.173 74.53 187.34 82.444 118.311 PtClc (%) 0.45 0.34 0.35 0.93 0.389 0.57 Ast Calc (sqmm) 642.71 493.76 503.19 1334.21 558.59 814.68 Ast Prv (sqmm) 942.48 942.48 942.48 1884.961256.641256.64 Reinforcement 3-#20 3-#20 3-#20 4-#20 2-#20 4-#20 4-#20 Shear Design Left Mid Right Vu (kN) 42.11 23.07 31.16 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 295.894 295.894 295.894 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : 2-#12EF Beam No : B65 Group No : G25 Analysis Reference(Member) 4.2m : 331 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 58.525 69.98 75.06 132.464 61.917 173.872 PtClc (%) 0.34 0.34 0.35 0.64 0.338 0.86 Ast Calc (sqmm) 485.27 485.27 506.93 918.2 485.27 1229.83 Ast Prv (sqmm) 942.48 942.48 942.48 1256.641256.641256.64 Reinforcement 3-#20 3-#20 3-#20 4-#20 4-#20 4-#20
- 51. Shear Design Left Mid Right Vu (kN) 42.43 22.51 47.31 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 295.894 295.894 295.894 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : 2-#12EF Beam No : B66 Group No : G25 Analysis Reference(Member) 4.2m : 330,329 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 128.799 218.505 268.08 151.492 199.375298.468 PtClc (%) 0.62 1.1 1.5 0.84 1.1 1.58 Ast Calc (sqmm) 891.26 1582.022146.571209.89 1579 2264.58 Ast Prv (sqmm) 1256.64 1884.962513.281256.64 1884.962513.28 Reinforcement 4-#20 4-#20 2-#20 4-#20 4-#20 4-#20 4-#20 2-#20 4-#20 4-#20 Shear Design Left Mid Right Vu (kN) 392.04 319.85 355.79 Asv Torsion (sqmm) 295.894 295.894 0 Asv Reqd (sqmm) 2533.807 1903.851 1955.997 Asv Prv (sqmm) 2661.18 1966.96 1966.96 Reinforcement 2L-#12 @ 85 2L-#12 @ 115 2L-#12 @ 115
- 52. SFR : 2-#12EF Beam No : B67 Group No : G26 Analysis Reference(Member) 4.2m : 408,407 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 3.475 17 22.46 5.496 13.225 30.029 PtClc (%) 0.14 0.13 0.14 0.16 0.13 0.19 Ast Calc (sqmm) 183.71 167.7 184.03 200.17 167.7 246.82 Ast Prv (sqmm) 628.32 628.32 628.32 628.32 628.32 628.32 Reinforcement 2-#20 2-#20 2-#20 2-#20 2-#20 2-#20 Shear Design Left Mid Right Vu (kN) 23.73 4.05 8.26 Asv Torsion (sqmm) 523.235 0 0 Asv Reqd (sqmm) 523.235 253.623 253.623 Asv Prv (sqmm) 1370.91 1370.91 1370.91 Reinforcement 2L-#12 @ 165 2L-#12 @ 165 2L-#12 @ 165 SFR : 2-#12EF Beam No : B68 Group No : G27 Analysis Reference(Member) 4.2m : 443 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm
- 53. Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 12.072 3.088 3.55 8.705 3.039 31.424 PtClc (%) 0.13 0.14 0.14 0.18 0.14 0.2 Ast Calc (sqmm) 167.7 180.56 184.31 226.36 180.16 258.44 Ast Prv (sqmm) 628.32 628.32 628.32 942.48 942.48 942.48 Reinforcement 2-#20 2-#20 2-#20 3-#20 3-#20 3-#20 Shear Design Left Mid Right Vu (kN) 4.77 11.73 16.05 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 253.623 253.623 253.623 Asv Prv (sqmm) 1370.91 1370.91 1370.91 Reinforcement 2L-#12 @ 165 2L-#12 @ 165 2L-#12 @ 165 SFR : 2-#12EF Beam No : B69 Group No : G27 Analysis Reference(Member) 4.2m : 442 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 16.484 80.506 0.76 124.156 0 150.404 PtClc (%) 0.13 0.4 0.13 0.64 0.13 0.78 Ast Calc (sqmm) 167.7 520.76 167.7 820.28 167.7 1007.13
- 54. Ast Prv (sqmm) 628.32 628.32 628.32 942.48 942.48 1570.8 Reinforcement 2-#20 2-#20 2-#20 3-#20 3-#20 3-#20 2-#20 Shear Design Left Mid Right Vu (kN) 123.42 33.17 132.16 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 272.38 253.623 319.672 Asv Prv (sqmm) 1370.91 1370.91 1370.91 Reinforcement 2L-#12 @ 165 2L-#12 @ 165 2L-#12 @ 165 SFR : - Beam No : B70 Group No : G27 Analysis Reference(Member) 4.2m : 441 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 1.714 59.67 8.07 128.04 0 113.35 PtClc (%) 0.13 0.34 0.13 0.66 0.13 0.58 Ast Calc (sqmm) 167.7 436.23 167.7 847.6 167.7 744.89 Ast Prv (sqmm) 628.32 628.32 628.32 1570.8 942.48 942.48 Reinforcement 2-#20 2-#20 2-#20 3-#20 2-#20 3-#20 3-#20 Shear Design Left Mid Right Vu (kN) 83.24 28.93 79.69 Asv Torsion (sqmm) 0 0 0
- 55. Asv Reqd (sqmm) 253.623 253.623 253.623 Asv Prv (sqmm) 1370.91 1370.91 1370.91 Reinforcement 2L-#12 @ 165 2L-#12 @ 165 2L-#12 @ 165 SFR : - Beam No : B71 Group No : G27 Analysis Reference(Member) 4.2m : 440 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 7.971 13.31 5.4 57.882 19.368 72.964 PtClc (%) 0.13 0.13 0.13 0.34 0.13 0.36 Ast Calc (sqmm) 167.7 167.7 167.7 436.23 167.7 470.32 Ast Prv (sqmm) 628.32 628.32 628.32 942.48 942.48 942.48 Reinforcement 2-#20 2-#20 2-#20 3-#20 3-#20 3-#20 Shear Design Left Mid Right Vu (kN) 33.24 18.99 38.13 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 253.623 253.623 253.623 Asv Prv (sqmm) 1370.91 1370.91 1370.91 Reinforcement 2L-#12 @ 165 2L-#12 @ 165 2L-#12 @ 165 SFR : - Beam No : B72 Group No : G28 Analysis Reference(Member) 4.2m : 439
- 56. Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 0.25 53.6 31.15 103.53 20.603 0.001 PtClc (%) 0.13 0.34 0.2 0.52 0.131 0.13 Ast Calc (sqmm) 167.7 436.23 256.16 677.1 168.64 167.7 Ast Prv (sqmm) 628.32 628.32 628.32 942.48 942.48 942.48 Reinforcement 2-#20 2-#20 2-#20 3-#20 3-#20 3-#20 Shear Design Left Mid Right Vu (kN) 57.43 33.26 30.52 Asv Reqd (sqmm) 253.623 253.623 253.623 Asv Prv (sqmm) 1052.09 1052.09 1052.09 Reinforcement 2L-#12 @ 215 2L-#12 @ 215 2L-#12 @ 215 SFR : - Beam No : B73 Group No : G29 Analysis Reference(Member) 4.2m : 475 Breadth : 250 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 7.827 4.052 2.92 0 7.623 15.523 PtClc (%) 0.17 0.14 0.13 0.13 0.167 0.23
- 57. Ast Calc (sqmm) 181.22 150.4 141.15 139.75 179.54 244.41 Ast Prv (sqmm) 628.32 628.32 628.32 628.32 628.32 628.32 Reinforcement 2-#20 2-#20 2-#20 2-#20 2-#20 2-#20 Shear Design Left Mid Right Vu (kN) 2.96 5.88 9.94 Asv Torsion (sqmm) 371.908 371.908 371.908 Asv Reqd (sqmm) 371.908 371.908 371.908 Asv Prv (sqmm) 1508 1508 1508 Reinforcement 2L-#12 @ 150 2L-#12 @ 150 2L-#12 @ 150 SFR : 2-#12EF Beam No : B74 Group No : G30 Analysis Reference(Member) 4.2m : 510 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 245.53 132.835 237.05 286.781 137.296268.375 PtClc (%) 1.13 0.58 1.09 1.35 0.601 1.25 Ast Calc (sqmm) 1699.36 873.15 1633.84 2027.5 904.18 1879.13 Ast Prv (sqmm) 1884.96 1256.641884.962199.12 1256.641884.96 Reinforcement 4-#20 2-#20 4-#20 4-#20 2-#20 4-#20 3-#20 4-#20 4-#20 2-#20 Shear Design Left Mid Right Vu (kN) 195.19 173.1 191.71
- 58. Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 684.722 481.905 664.79 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : 2-#12EF Beam No : B75 Group No : G30 Analysis Reference(Member) 4.2m : 509 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 81.629 94.008 84.42 263.139 60.382 267.924 PtClc (%) 0.35 0.4 0.36 1.22 0.333 1.25 Ast Calc (sqmm) 525.44 608.12 544.04 1837.51 501.1 1875.54 Ast Prv (sqmm) 942.48 942.48 942.48 1884.961256.641884.96 Reinforcement 3-#20 3-#20 3-#20 4-#20 2-#20 4-#20 4-#20 2-#20 Shear Design Left Mid Right Vu (kN) 161.89 28.54 162.31 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 449.124 295.894 453.013 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : - Beam No : B76
- 59. Group No : G30 Analysis Reference(Member) 4.2m : 508 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 92.428 94.048 94.57 266.201 72.175 251.73 PtClc (%) 0.4 0.4 0.41 1.24 0.338 1.16 Ast Calc (sqmm) 597.52 608.39 611.91 1861.82 508.94 1747.69 Ast Prv (sqmm) 942.48 942.48 942.48 1884.961256.641884.96 Reinforcement 3-#20 3-#20 3-#20 4-#20 2-#20 4-#20 4-#20 2-#20 Shear Design Left Mid Right Vu (kN) 162.51 27.17 158.65 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 454.183 295.894 423.687 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : - Beam No : B77 Group No : G30 Analysis Reference(Member) 4.2m : 507 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design
- 60. Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 189.838 105.26 190.94 244.531 111.55 229.513 PtClc (%) 0.85 0.45 0.86 1.12 0.483 1.05 Ast Calc (sqmm) 1279.48 684.02 1287.541691.61 726.77 1576.05 Ast Prv (sqmm) 1884.96 1256.641884.961884.96 1256.641884.96 Reinforcement 4-#20 2-#20 4-#20 4-#20 2-#20 4-#20 2-#20 4-#20 4-#20 2-#20 Shear Design Left Mid Right Vu (kN) 144.61 11.9 21.53 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 321.596 295.894 295.894 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : - Beam No : B78 Group No : G30 Analysis Reference(Member) 4.2m : 506 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 108.681 97.864141.75 262.268106.166 133.462 PtClc (%) 0.47 0.42 0.62 1.22 0.459 0.58 Ast Calc (sqmm) 707.24 634.05935.28 1830.61 690.16 877.5 Ast Prv (sqmm) 942.48 942.48942.48 1884.961256.64 1256.64 Reinforcement 3-#20 3-#20 3-#20 4-#20 2-#20 4-#20 4-#20
- 61. Shear Design Left Mid Right Vu (kN) 153.8 33.98 52.08 Asv Torsion (sqmm) 0 316.105 316.105 Asv Reqd (sqmm) 390.813 316.105 316.105 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : 2-#12EF Beam No : B79 Group No : G30 Analysis Reference(Member) 4.2m : 505 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 138.229 91.13 130.39 48.746 154.578262.193 PtClc (%) 0.61 0.49 0.67 0.34 0.681 1.22 Ast Calc (sqmm) 910.69 738.99 1006.38 508.94 1025.581830.01 Ast Prv (sqmm) 1256.64 1256.641256.641256.64 1256.641884.96 Reinforcement 4-#20 4-#20 4-#20 4-#20 4-#20 4-#20 2-#20 Shear Design Left Mid Right Vu (kN) 28.66 41.15 217.94 Asv Torsion (sqmm) 741.34 741.34 0 Asv Reqd (sqmm) 741.34 741.34 852.196 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175
- 62. SFR : 2-#12EF Beam No : B80 Group No : G31 Analysis Reference(Member) 4.2m : 569 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 196.353 112.311 186.94 239.796 108.602225.549 PtClc (%) 1.16 0.63 1.1 1.46 0.61 1.36 Ast Calc (sqmm) 1429.89 777.98 1353.211798.39 750.76 1674.77 Ast Prv (sqmm) 1570.8 942.48 1570.8 1884.96 942.48 1884.96 Reinforcement 3-#20 2-#20 3-#20 3-#20 2-#20 3-#20 3-#20 3-#20 3-#20 3-#20 Shear Design Left Mid Right Vu (kN) 147.87 122.84 146.42 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 500.307 281.472 486.415 Asv Prv (sqmm) 1370.91 1370.91 1370.91 Reinforcement 2L-#12 @ 165 2L-#12 @ 165 2L-#12 @ 165 SFR : - Beam No : B81 Group No : G31 Analysis Reference(Member) 4.2m : 568 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm
- 63. Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 138.213 96.404 143.12 230.00185.892 213.439 PtClc (%) 0.79 0.54 0.82 1.39 0.477 1.28 Ast Calc (sqmm) 971.47 662.051008.81 1713.09586.58 1571.88 Ast Prv (sqmm) 1570.8 942.48 1570.8 1884.96942.48 2513.28 Reinforcement 3-#20 2-#20 3-#20 3-#20 2-#20 3-#20 3-#20 3-#20 3-#20 3-#20 2-#20 Shear Design Left Mid Right Vu (kN) 148.96 18.23 143.33 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 506.479 253.623 443.064 Asv Prv (sqmm) 1370.91 1370.91 1370.91 Reinforcement 2L-#12 @ 165 2L-#12 @ 165 2L-#12 @ 165 SFR : - Beam No : B82 Group No : G31 Analysis Reference(Member) 4.2m : 567 Breadth : 300 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 259.523 145.592 274.77 272.854 147.054294.906 PtClc (%) 1.61 0.84 1.72 1.7 0.845 1.88
- 64. Ast Calc (sqmm) 1974.51 1027.72 2114.9 2097.05 1038.942306.68 Ast Prv (sqmm) 2513.28 1570.8 2513.282513.28 1570.8 2513.28 Reinforcement 3-#20 3-#20 2-#20 3-#20 2-#20 3-#20 3-#20 2-#20 3-#20 3-#20 2-#20 3-#20 2-#20 3-#20 3-#20 2-#20 Shear Design Left Mid Right Vu (kN) 297.31 282.1 301.15 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 1609.471 1445.127 1646.684 Asv Prv (sqmm) 1615.71 1508 1675.56 Reinforcement 2L-#12 @ 140 2L-#12 @ 150 2L-#12 @ 135 SFR : - Beam No : B83 Group No : G32 Analysis Reference(Member) 4.2m : 213 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 143.547 90.36 166.72 176.151 83.776 169.475 PtClc (%) 0.63 0.39 0.74 0.78 0.359 0.75 Ast Calc (sqmm) 947.87 583.67 1112.08 1179.9 539.72 1131.8 Ast Prv (sqmm) 1256.64 1256.641256.641256.64 1256.641256.64 Reinforcement 4-#20 4-#20 4-#20 4-#20 4-#20 4-#20 Shear Design Left Mid Right Vu (kN) 12.99 6.52 6.42
- 65. Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 295.894 295.894 295.894 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : - Beam No : B84 Group No : G32 Analysis Reference(Member) 4.2m : 228 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 167.501 90.877 159.23 179.801 84.19 183.243 PtClc (%) 0.74 0.39 0.7 0.8 0.36 0.82 Ast Calc (sqmm) 1117.65 587.13 1058.6 1206.32 542.48 1231.33 Ast Prv (sqmm) 1256.64 1256.641256.641256.64 1256.641256.64 Reinforcement 4-#20 4-#20 4-#20 4-#20 4-#20 4-#20 Shear Design Left Mid Right Vu (kN) 9.87 4.92 12.32 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 295.894 295.894 295.894 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : - Beam No : B85 Group No : G33
- 66. Analysis Reference(Member) 4.2m : 381 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right Mu (kN) 157.571 90.866 170.8 185.198 86.492 178.017 PtClc (%) 0.7 0.39 0.76 0.83 0.371 0.79 Ast Calc (sqmm) 1046.81 587.06 1141.351245.57 557.82 1193.4 Ast Prv (sqmm) 1256.64 1256.641256.641256.64 1256.641256.64 Reinforcement 4-#20 4-#20 4-#20 4-#20 4-#20 4-#20 Shear Design Left Mid Right Vu (kN) 12.02 5.47 7.61 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 295.894 295.894 295.894 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : - Beam No : B86 Group No : G34 Analysis Reference(Member) 4.2m : 379 Breadth : 350 mm Depth : 500 mm Material Properties : C28 : Fy414 Cover : 40 mm Design Code : ACI 318M - 2011 Beam Type : Regular Beam Flexure Design Beam Bottom Beam Top Left Mid Right Left Mid Right
- 67. Mu (kN) 146.148 84.938 151.43 155.319 82.579 175.435 PtClc (%) 0.64 0.36 0.67 0.68 0.353 0.78 Ast Calc (sqmm) 966.12 547.46 1003.341030.83 531.76 1174.72 Ast Prv (sqmm) 1256.64 1256.641256.641256.64 1256.641256.64 Reinforcement 4-#20 4-#20 4-#20 4-#20 4-#20 4-#20 Shear Design Left Mid Right Vu (kN) 9.92 5.11 12.62 Asv Torsion (sqmm) 0 0 0 Asv Reqd (sqmm) 295.894 295.894 295.894 Asv Prv (sqmm) 1292.57 1292.57 1292.57 Reinforcement 2L-#12 @ 175 2L-#12 @ 175 2L-#12 @ 175 SFR : -