2F BEAM ANALYSIS STAAD

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 : -