Piso 2 Ceres

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  • LOAD COMBINATIONS

    No Load combination______ ______________________________________

    1 1.2D0 + 1.2DL + 1.6LL2 1.2D0 + 1.2DL + LL + EQX1 + .3EQY13 1.2D0 + 1.2DL + LL - EQX1 - .3EQY14 1.2D0 + 1.2DL + LL + EQX1 - .3EQY15 1.2D0 + 1.2DL + LL - EQX1 + .3EQY16 1.2D0 + 1.2DL + LL + EQX2 + .3EQY27 1.2D0 + 1.2DL + LL - EQX2 - .3EQY28 1.2D0 + 1.2DL + LL + EQX2 - .3EQY29 1.2D0 + 1.2DL + LL - EQX2 + .3EQY210 1.2D0 + 1.2DL + LL + .3EQX1 + EQY111 1.2D0 + 1.2DL + LL - .3EQX1 - EQY112 1.2D0 + 1.2DL + LL - .3EQX1 + EQY113 1.2D0 + 1.2DL + LL + .3EQX1 - EQY114 1.2D0 + 1.2DL + LL + .3EQX2 + EQY215 1.2D0 + 1.2DL + LL - .3EQX2 - EQY216 1.2D0 + 1.2DL + LL - .3EQX2 + EQY217 1.2D0 + 1.2DL + LL + .3EQX2 - EQY218 .9D0 + .9DL + EQX119 .9D0 + .9DL - EQX120 .9D0 + .9DL + EQX221 .9D0 + .9DL - EQX222 .9D0 + .9DL + EQY123 .9D0 + .9DL - EQY124 .9D0 + .9DL + EQY225 .9D0 + .9DL - EQY2

    COLUMN DESIGN PARAMETERS

    CONCRETE f'c = 210.0 Kg/cm2REINFORCEMENTLongitudinal fy = 4200.0 Kg/cm2Transverse fy = 2800.0 Kg/cm2 (f = 3/8'')

    = 4200.0 Kg/cm2 (f > 3/8'')Energy dissipation capacity : 1: Minimal-DMI

    Design Results - Columns

    TRANSVERSE REINFORCEMENT LONGITUDINALREINFORCEMENT

    ------------------------- ---------------------------------------------------

    Column Story L Lu b h TIES XTIES Sec LdCmb Pu Mu2Mu3 RHO As

    (m) (m) (cm) (cm) critc (ton) (ton-m)(ton-m) - (cm2)

    _______ ____ ____ ____ ____ ____ __________________ _____ ___ ____ ______ ____________ ______ ______

    5-E 2 3.60 3.10 50.0 60.0 5 #3 @ 15 cm (end) 2 (b) Top 1 47.60 4.611.44 0.0100 30.00

    7 #3 @ 25 cm (ctr) 2 (h) Bot 1 47.60 6.761.44 0.0100 30.00

    4-E 2 3.60 3.10 50.0 60.0 5 #3 @ 15 cm (end) 2 (b) Top 1 99.19 5.533.00 0.0100 30.00

    7 #3 @ 25 cm (ctr) 2 (h) Bot 1 99.19 8.073.00 0.0100 30.00

  • 3-E 2 3.60 3.10 50.0 60.0 5 #3 @ 15 cm (end) 2 (b) Top 1 77.88 2.592.36 0.0100 30.00

    7 #3 @ 25 cm (ctr) 2 (h) Bot 1 77.88 2.592.36 0.0100 30.00

    2-E 2 3.60 3.10 50.0 60.0 5 #3 @ 15 cm (end) 2 (b) Top 1 73.37 2.442.22 0.0100 30.00

    7 #3 @ 25 cm (ctr) 2 (h) Bot 1 73.37 2.442.22 0.0100 30.00

    1-E 2 3.60 3.10 50.0 60.0 5 #3 @ 15 cm (end) 2 (b) Top 1 62.88 4.971.90 0.0100 30.00

    7 #3 @ 25 cm (ctr) 2 (h) Bot 1 62.88 7.241.90 0.0100 30.00

    3-D 2 3.60 3.10 40.0 45.0 4 #3 @ 15 cm (end) 1 (b) Top 1 59.49 1.711.62 0.0100 20.81

    8 #3 @ 25 cm (ctr) 1 (h) Bot 15 53.67 15.401.46 0.0108 20.81

    2-D 2 3.60 3.10 40.0 45.0 4 #3 @ 15 cm (end) 1 (b) Top 1 67.39 1.941.84 0.0100 20.81

    8 #3 @ 25 cm (ctr) 1 (h) Bot 13 55.09 16.441.50 0.0116 20.81

    5-C1 2 3.60 3.10 50.0 60.0 5 #3 @ 15 cm (end) 2 (b) Top 1 84.96 2.822.57 0.0100 30.00

    7 #3 @ 25 cm (ctr) 2 (h) Bot 1 84.96 2.822.57 0.0100 30.00

    4-C1 2 3.60 3.10 50.0 60.0 5 #3 @ 15 cm (end) 2 (b) Top 1 142.13 4.724.30 0.0100 30.00

    7 #3 @ 25 cm (ctr) 2 (h) Bot 1 142.13 4.724.30 0.0100 30.00

    3-C1 2 3.60 3.10 50.0 60.0 5 #3 @ 15 cm (end) 2 (b) Top 1 94.62 3.152.86 0.0100 30.00

    7 #3 @ 25 cm (ctr) 2 (h) Bot 1 94.62 3.152.86 0.0100 30.00

    2-C 2 3.60 3.10 50.0 60.0 5 #3 @ 15 cm (end) 2 (b) Top 1 123.14 4.573.72 0.0100 30.00

    7 #3 @ 25 cm (ctr) 2 (h) Bot 1 123.14 6.633.72 0.0100 30.00

    1-C 2 3.60 3.10 50.0 60.0 5 #3 @ 15 cm (end) 2 (b) Top 1 99.54 3.313.01 0.0100 30.00

    7 #3 @ 25 cm (ctr) 2 (h) Bot 1 99.54 3.313.01 0.0100 30.00

    5-B1 2 3.60 3.10 50.0 60.0 5 #3 @ 15 cm (end) 2 (b) Top 1 80.61 2.682.44 0.0100 30.00

    7 #3 @ 25 cm (ctr) 2 (h) Bot 1 80.61 2.682.44 0.0100 30.00

    4-B1 2 3.60 3.10 50.0 60.0 5 #3 @ 15 cm (end) 2 (b) Top 1 134.53 4.474.07 0.0100 30.00

    7 #3 @ 25 cm (ctr) 2 (h) Bot 1 134.53 4.474.07 0.0100 30.00

  • 3-B1 2 3.60 3.10 50.0 60.0 5 #3 @ 15 cm (end) 2 (b) Top 1 116.25 5.713.52 0.0100 30.00

    7 #3 @ 25 cm (ctr) 2 (h) Bot 1 116.25 7.543.52 0.0100 30.00

    2-B 2 3.60 3.10 50.0 60.0 5 #3 @ 15 cm (end) 2 (b) Top 1 130.74 4.353.95 0.0100 30.00

    7 #3 @ 25 cm (ctr) 2 (h) Bot 1 130.74 4.353.95 0.0100 30.00

    1A-B 2 3.60 3.10 50.0 60.0 5 #3 @ 15 cm (end) 2 (b) Top 1 90.06 2.992.72 0.0100 30.00

    7 #3 @ 25 cm (ctr) 2 (h) Bot 1 90.06 3.332.72 0.0100 30.00

    5-A 2 3.60 3.10 50.0 60.0 5 #3 @ 15 cm (end) 2 (b) Top 1 44.87 3.551.36 0.0100 30.00

    7 #3 @ 25 cm (ctr) 2 (h) Bot 1 44.87 4.881.48 0.0100 30.00

    4-A 2 3.60 3.10 50.0 60.0 5 #3 @ 15 cm (end) 2 (b) Top 1 75.31 6.332.28 0.0100 30.00

    7 #3 @ 25 cm (ctr) 2 (h) Bot 1 75.31 8.852.28 0.0100 30.00

    3-A 2 3.60 3.10 50.0 60.0 5 #3 @ 15 cm (end) 2 (b) Top 1 84.43 8.412.55 0.0100 30.00

    7 #3 @ 25 cm (ctr) 2 (h) Bot 1 84.43 10.662.55 0.0100 30.00

    2-A 2 3.60 3.10 50.0 60.0 5 #3 @ 15 cm (end) 2 (b) Top 1 69.96 5.092.12 0.0100 30.00

    7 #3 @ 25 cm (ctr) 2 (h) Bot 1 69.96 7.042.12 0.0100 30.00

    1A-A 2 3.60 3.10 50.0 60.0 5 #3 @ 15 cm (end) 2 (b) Top 1 39.54 2.711.20 0.0100 30.00

    7 #3 @ 25 cm (ctr) 2 (h) Bot 1 39.54 3.651.32 0.0100 30.00

    BEAM DESIGN PARAMETERS

    CONCRETE f'c = 210.0 Kg/cm2REINFORCEMENT

    Flexural fy = 4200.0 Kg/cm2Shear fy = 2800.0 Kg/cm2 (f = 3/8'')

    = 4200.0 Kg/cm2 (f > 3/8'')Energy dissipation capacity : 1: Minimal-DMI

    Design Results - Beams

    BEAM: 1(C-E) FLOOR: 3

    =================================================================================================================

    Length: L = 7.37 m a = 0.30 m Section: b = 45.0 cmLu = 6.77 m c = 0.30 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

  • X, m: 0.30 0.98 1.65 2.33 3.01 3.69 4.36 5.04 5.726.39 7.07

    Mu(-), ton-m: -19.98 -12.52 -6.43 -2.24 0.00 0.00 0.00 -2.65 -6.99 -13.14 -20.65

    Mu(+), ton-m: 5.71 6.72 7.46 7.96 7.41 6.46 7.76 8.30 7.757.00 5.97

    As(-), cm2: 12.68 7.71 6.78 6.78 6.78 6.78 6.78 6.78 6.788.11 13.14

    As(+), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    vu, Kg/cm2: 5.76 5.46 4.55 3.65 2.75 1.88 2.79 3.69 4.595.49 5.80

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    1-C 30 #3@ 22.51-E

    BEAM: 1(E-E1) FLOOR: 3

    =================================================================================================================

    Length: L = 1.18 m a = 0.30 m Section: b = 45.0 cmLu = 0.88 m c = 0.00 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.30 0.39 0.48 0.56 0.65 0.74 0.83 0.92 1.001.09 1.18

    Mu(-), ton-m: -0.49 -0.40 -0.31 -0.24 -0.18 -0.12 -0.08 -0.05 -0.02-0.01 0.00

    Mu(+), ton-m: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00

    As(-), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    As(+), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    vu, Kg/cm2: 0.98 0.98 0.98 0.98 0.98 0.98 0.29 0.22 0.150.07 0.00

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    1-E 5 #3@ 22.51-E1

    BEAM: 1A(A-B) FLOOR: 3

    =================================================================================================================

    Length: L = 5.71 m a = 0.30 m Section: b = 45.0 cmLu = 5.11 m c = 0.30 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.30 0.81 1.32 1.83 2.34 2.86 3.37 3.88 4.394.90 5.41

    Mu(-), ton-m: -18.27 -13.08 -8.49 -4.61 -1.59 0.00 -1.17 -4.22 -8.27 -13.02 -18.33

  • Mu(+), ton-m: 11.66 10.59 9.42 7.81 5.68 3.05 5.06 7.00 8.489.65 10.72

    As(-), cm2: 11.51 8.07 6.78 6.78 6.78 6.78 6.78 6.78 6.788.03 11.55

    As(+), cm2: 7.15 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    vu, Kg/cm2: 5.38 5.32 4.75 4.18 3.61 3.17 3.74 4.31 4.885.45 5.52

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    1A-A 23 #3@ 22.51A-B

    BEAM: 2(A-B) FLOOR: 3

    =================================================================================================================

    Length: L = 5.71 m a = 0.30 m Section: b = 45.0 cmLu = 5.11 m c = 0.30 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.30 0.81 1.32 1.83 2.34 2.86 3.37 3.88 4.394.90 5.41

    Mu(-), ton-m: -20.04 -13.14 -7.50 -3.37 -0.29 0.00 0.00 -3.12 -7.51 -13.39 -20.50

    Mu(+), ton-m: 9.15 9.25 9.18 8.90 7.71 5.85 7.02 7.96 8.048.11 8.00

    As(-), cm2: 12.72 8.10 6.78 6.78 6.78 6.78 6.78 6.78 6.788.27 13.04

    As(+), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    vu, Kg/cm2: 7.06 6.93 5.88 4.84 3.79 2.96 4.00 5.05 6.107.15 7.27

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    2-A 23 #3@ 22.52-B

    BEAM: 2(B-C) FLOOR: 3

    =================================================================================================================

    Length: L = 6.92 m a = 0.30 m Section: b = 45.0 cmLu = 6.32 m c = 0.30 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.30 0.93 1.56 2.20 2.83 3.46 4.09 4.72 5.365.99 6.62

    Mu(-), ton-m: -22.47 -13.08 -5.76 -1.47 0.00 0.00 0.00 -1.48 -5.89 -13.33 -22.80

    Mu(+), ton-m: 3.25 5.57 7.46 9.41 9.85 9.50 9.64 9.11 7.065.17 2.84

    As(-), cm2: 14.42 8.07 6.78 6.78 6.78 6.78 6.78 6.78 6.788.23 14.65

  • As(+), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    vu, Kg/cm2: 7.72 7.32 5.93 4.54 3.15 1.84 3.23 4.62 6.017.40 7.80

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    2-B 28 #3@ 22.52-C

    BEAM: 2(C-D) FLOOR: 3

    =================================================================================================================

    Length: L = 3.91 m a = 0.30 m Section: b = 45.0 cmLu = 3.39 m c = 0.23 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.30 0.64 0.98 1.32 1.65 1.99 2.33 2.67 3.013.35 3.69

    Mu(-), ton-m: -17.99 -13.40 -9.28 -5.76 -2.83 -0.37 -0.02 -2.54 -5.67-9.51 -13.91

    Mu(+), ton-m: 11.89 10.60 9.34 7.93 6.11 4.09 3.39 5.25 6.848.15 9.38

    As(-), cm2: 11.32 8.28 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 8.61

    As(+), cm2: 7.30 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    vu, Kg/cm2: 7.16 7.16 6.67 5.95 5.23 4.51 4.90 5.62 6.346.82 6.82

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    2-C 15 #3@ 22.52-D

    BEAM: 2(D-E) FLOOR: 3

    =================================================================================================================

    Length: L = 3.46 m a = 0.23 m Section: b = 45.0 cmLu = 2.93 m c = 0.30 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.23 0.52 0.81 1.11 1.40 1.69 1.99 2.28 2.572.87 3.16

    Mu(-), ton-m: -11.78 -8.38 -5.28 -2.48 -0.08 -1.64 -4.34 -7.53 -11.01 -14.72 -18.65

    Mu(+), ton-m: 10.81 8.83 6.66 4.28 1.91 3.38 5.56 7.67 9.6511.58 13.46

    As(-), cm2: 7.23 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.789.14 11.77

    As(+), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.787.10 8.32

    vu, Kg/cm2: 6.37 6.37 6.17 5.73 5.40 5.84 6.28 6.72 7.167.36 7.36

  • Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    2-D 13 #3@ 22.52-E

    BEAM: 2(E-E2) FLOOR: 3

    =================================================================================================================

    Length: L = 1.58 m a = 0.30 m Section: b = 45.0 cmLu = 1.28 m c = 0.00 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.30 0.43 0.56 0.68 0.81 0.94 1.07 1.20 1.321.45 1.58

    Mu(-), ton-m: -1.47 -1.20 -0.95 -0.73 -0.53 -0.37 -0.24 -0.14 -0.06-0.02 0.00

    Mu(+), ton-m: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00

    As(-), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    As(+), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    vu, Kg/cm2: 0.91 0.91 0.91 0.91 0.84 0.70 0.56 0.42 0.280.14 0.00

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    2-E 6 #3@ 22.52-E2

    BEAM: 3(A-B1) FLOOR: 3

    =================================================================================================================

    Length: L = 6.24 m a = 0.30 m Section: b = 45.0 cmLu = 5.64 m c = 0.30 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.30 0.86 1.43 1.99 2.56 3.12 3.68 4.25 4.815.38 5.94

    Mu(-), ton-m: -21.26 -12.69 -6.04 -1.98 0.00 0.00 0.00 -2.10 -6.29 -13.10 -21.80

    Mu(+), ton-m: 5.79 7.23 8.36 9.57 9.48 8.80 9.37 9.36 8.076.91 5.44

    As(-), cm2: 13.56 7.82 6.78 6.78 6.78 6.78 6.78 6.78 6.788.08 13.95

    As(+), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    vu, Kg/cm2: 7.91 7.63 6.27 4.91 3.54 2.28 3.65 5.01 6.377.74 8.01

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

  • ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    3-A 25 #3@ 22.53-B1

    BEAM: 3(B1-B2) FLOOR: 3

    =================================================================================================================

    Length: L = 1.63 m a = 0.30 m Section: b = 45.0 cmLu = 1.33 m c = 0.00 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.30 0.43 0.57 0.70 0.83 0.97 1.10 1.23 1.361.50 1.63

    Mu(-), ton-m: -3.48 -2.83 -2.24 -1.71 -1.26 -0.87 -0.57 -0.33 -0.15-0.04 0.00

    Mu(+), ton-m: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00

    As(-), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    As(+), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    vu, Kg/cm2: 2.09 2.09 2.09 2.09 1.90 1.58 1.27 0.95 0.630.32 0.00

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    3-B1 6 #3@ 22.53-B2

    BEAM: 3(B3-C1) FLOOR: 3

    =================================================================================================================

    Length: L = 1.96 m a = 0.00 m Section: b = 45.0 cmLu = 1.66 m c = 0.30 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.00 0.17 0.33 0.50 0.66 0.83 1.00 1.16 1.331.49 1.66

    Mu(-), ton-m: 0.00 -0.07 -0.24 -0.53 -0.92 -1.42 -2.03 -2.77 -3.62-4.58 -5.65

    Mu(+), ton-m: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00

    As(-), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    As(+), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    vu, Kg/cm2: 0.00 0.40 0.79 1.19 1.58 1.98 2.37 2.77 2.882.88 2.88

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

  • --------------------------------------------------------------------------------------

    3-B3 8 #3@ 22.53-C1

    BEAM: 3(C1-D) FLOOR: 3

    =================================================================================================================

    Length: L = 3.31 m a = 0.30 m Section: b = 45.0 cmLu = 2.79 m c = 0.23 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.30 0.58 0.86 1.14 1.41 1.69 1.97 2.25 2.532.81 3.09

    Mu(-), ton-m: -16.66 -12.97 -9.66 -6.66 -3.89 -1.41 -0.07 -2.33 -5.16-8.41 -12.02

    Mu(+), ton-m: 13.77 11.93 10.11 8.20 6.09 3.84 2.04 3.97 5.897.73 9.54

    As(-), cm2: 10.43 7.99 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 7.38

    As(+), cm2: 8.52 7.32 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    vu, Kg/cm2: 7.23 7.23 7.02 6.49 5.95 5.43 5.82 6.36 6.907.11 7.11

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    3-C1 13 #3@ 22.53-D

    BEAM: 3(D-E) FLOOR: 3

    =================================================================================================================

    Length: L = 3.46 m a = 0.23 m Section: b = 45.0 cmLu = 2.93 m c = 0.30 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.23 0.52 0.81 1.11 1.40 1.69 1.99 2.28 2.572.87 3.16

    Mu(-), ton-m: -10.58 -7.54 -4.77 -2.19 -0.08 -1.62 -4.17 -7.03 -10.18 -13.64 -17.30

    Mu(+), ton-m: 9.85 7.98 6.04 3.89 1.76 3.26 5.24 7.17 9.0610.91 12.64

    As(-), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.788.43 10.86

    As(+), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 7.78

    vu, Kg/cm2: 5.86 5.86 5.66 5.23 4.93 5.36 5.79 6.22 6.656.85 6.85

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    3-D 13 #3@ 22.53-E

  • BEAM: 3(E-E3) FLOOR: 3

    =================================================================================================================

    Length: L = 2.58 m a = 0.30 m Section: b = 45.0 cmLu = 2.28 m c = 0.00 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.30 0.53 0.76 0.98 1.21 1.44 1.67 1.90 2.122.35 2.58

    Mu(-), ton-m: -4.80 -3.88 -3.07 -2.36 -1.74 -1.21 -0.78 -0.44 -0.20-0.05 0.00

    Mu(+), ton-m: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00

    As(-), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    As(+), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    vu, Kg/cm2: 1.88 1.88 1.88 1.64 1.41 1.17 0.94 0.70 0.470.23 0.00

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    3-E 10 #3@ 22.53-E3

    BEAM: 4(A-B1) FLOOR: 3

    =================================================================================================================

    Length: L = 6.24 m a = 0.30 m Section: b = 45.0 cmLu = 5.64 m c = 0.30 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.30 0.86 1.43 1.99 2.56 3.12 3.68 4.25 4.815.38 5.94

    Mu(-), ton-m: -20.88 -12.95 -6.70 -2.62 0.00 0.00 0.00 -2.50 -6.86 -13.42 -21.61

    Mu(+), ton-m: 7.12 8.03 8.66 9.32 8.79 7.50 8.12 8.36 7.636.93 5.90

    As(-), cm2: 13.31 7.98 6.78 6.78 6.78 6.78 6.78 6.78 6.788.29 13.81

    As(+), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    vu, Kg/cm2: 7.33 7.08 5.86 4.65 3.43 2.44 3.66 4.88 6.097.31 7.56

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    4-A 25 #3@ 22.54-B1

    BEAM: 4(B1-C1) FLOOR: 3

  • =================================================================================================================

    Length: L = 6.99 m a = 0.30 m Section: b = 45.0 cmLu = 6.39 m c = 0.30 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.30 0.94 1.58 2.22 2.86 3.50 4.13 4.77 5.416.05 6.69

    Mu(-), ton-m: -22.61 -13.11 -5.74 -1.49 0.00 0.00 0.00 -1.71 -6.24 -13.82 -23.48

    Mu(+), ton-m: 3.10 5.42 7.25 9.21 9.70 9.43 9.57 8.92 6.945.04 2.62

    As(-), cm2: 14.52 8.09 6.78 6.78 6.78 6.78 6.78 6.78 6.788.55 15.13

    As(+), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    vu, Kg/cm2: 7.73 7.31 5.90 4.50 3.09 1.83 3.23 4.64 6.047.45 7.87

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    4-B1 29 #3@ 22.54-C1

    BEAM: 4(C1-E) FLOOR: 3

    =================================================================================================================

    Length: L = 6.77 m a = 0.30 m Section: b = 45.0 cmLu = 6.17 m c = 0.30 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.30 0.92 1.53 2.15 2.77 3.39 4.00 4.62 5.245.85 6.47

    Mu(-), ton-m: -22.69 -13.31 -5.99 -1.67 0.00 0.00 0.00 -2.14 -6.68 -14.11 -23.57

    Mu(+), ton-m: 4.05 6.03 7.57 9.24 9.52 9.26 9.83 9.51 7.826.24 4.20

    As(-), cm2: 14.57 8.22 6.78 6.78 6.78 6.78 6.78 6.78 6.788.74 15.20

    As(+), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    vu, Kg/cm2: 7.90 7.52 6.12 4.73 3.33 2.01 3.41 4.80 6.207.60 7.98

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    4-C1 28 #3@ 22.54-E

    BEAM: 4(E-E3) FLOOR: 3

    =================================================================================================================

    Length: L = 2.58 m a = 0.30 m Section: b = 45.0 cm

  • Lu = 2.28 m c = 0.00 m h = 50.0 cm----------------------------------------------------------------------------------

    --------------X, m: 0.30 0.53 0.76 0.98 1.21 1.44 1.67 1.90 2.12

    2.35 2.58Mu(-), ton-m: -4.55 -3.68 -2.91 -2.23 -1.65 -1.15 -0.74 -0.42 -0.19

    -0.05 0.00Mu(+), ton-m: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

    0.00 0.00As(-), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78

    6.78 6.78As(+), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78

    6.78 6.78vu, Kg/cm2: 1.79 1.79 1.78 1.56 1.34 1.11 0.89 0.67 0.45

    0.22 0.00Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3

    #3 #3Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50

    22.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    4-E 10 #3@ 22.54-E3

    BEAM: 5(A-B1) FLOOR: 3

    =================================================================================================================

    Length: L = 6.24 m a = 0.30 m Section: b = 45.0 cmLu = 5.64 m c = 0.30 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.30 0.86 1.43 1.99 2.56 3.12 3.68 4.25 4.815.38 5.94

    Mu(-), ton-m: -17.93 -12.21 -7.44 -3.83 -0.85 0.00 -0.52 -3.58 -7.48 -12.51 -18.45

    Mu(+), ton-m: 10.13 9.54 8.78 7.93 6.39 4.27 5.72 7.01 7.758.47 8.97

    As(-), cm2: 11.28 7.50 6.78 6.78 6.78 6.78 6.78 6.78 6.787.70 11.63

    As(+), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    vu, Kg/cm2: 5.34 5.20 4.50 3.80 3.10 2.59 3.29 4.00 4.705.40 5.54

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    5-A 25 #3@ 22.55-B1

    BEAM: 5(B1-C1) FLOOR: 3

    =================================================================================================================

    Length: L = 6.99 m a = 0.30 m Section: b = 45.0 cmLu = 6.39 m c = 0.30 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

  • X, m: 0.30 0.94 1.58 2.22 2.86 3.50 4.13 4.77 5.416.05 6.69

    Mu(-), ton-m: -18.20 -11.60 -6.26 -2.58 0.00 0.00 0.00 -2.79 -6.74 -12.27 -19.02

    Mu(+), ton-m: 6.72 7.17 7.31 7.50 6.77 5.54 6.65 7.23 7.026.82 6.27

    As(-), cm2: 11.46 7.12 6.78 6.78 6.78 6.78 6.78 6.78 6.787.54 12.02

    As(+), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    vu, Kg/cm2: 5.39 5.15 4.31 3.48 2.65 1.94 2.78 3.61 4.445.28 5.52

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    5-B1 29 #3@ 22.55-C1

    BEAM: 5(C1-E) FLOOR: 3

    =================================================================================================================

    Length: L = 6.77 m a = 0.30 m Section: b = 45.0 cmLu = 6.17 m c = 0.30 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.30 0.92 1.53 2.15 2.77 3.39 4.00 4.62 5.245.85 6.47

    Mu(-), ton-m: -18.29 -11.83 -6.54 -2.78 0.00 0.00 -0.30 -3.34 -7.30 -12.72 -19.29

    Mu(+), ton-m: 7.76 7.86 7.69 7.54 6.55 5.30 6.88 7.80 7.918.05 7.90

    As(-), cm2: 11.53 7.26 6.78 6.78 6.78 6.78 6.78 6.78 6.787.83 12.21

    As(+), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    vu, Kg/cm2: 5.49 5.27 4.47 3.67 2.87 2.16 2.96 3.76 4.565.36 5.58

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    5-C1 28 #3@ 22.55-E

    BEAM: A(1A-2) FLOOR: 3

    =================================================================================================================

    Length: L = 5.23 m a = 0.25 m Section: b = 30.0 cmLu = 4.73 m c = 0.25 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.25 0.72 1.20 1.67 2.14 2.62 3.09 3.56 4.034.51 4.98

    Mu(-), ton-m: -15.54 -11.99 -8.60 -5.40 -2.50 0.00 -2.00 -4.75 -7.78 -11.03 -14.47

  • Mu(+), ton-m: 12.72 10.59 8.41 6.14 3.69 1.09 3.36 5.87 8.2610.49 12.62

    As(-), cm2: 10.01 7.54 5.30 4.52 4.52 4.52 4.52 4.52 4.776.90 9.25

    As(+), cm2: 8.04 6.60 5.18 4.52 4.52 4.52 4.52 4.52 5.086.54 7.97

    vu, Kg/cm2: 6.02 6.00 5.72 5.44 5.15 4.87 4.95 5.24 5.525.81 5.82

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    1A-A 21 #3@ 22.52-A

    BEAM: A(2-3) FLOOR: 3

    =================================================================================================================

    Length: L = 7.05 m a = 0.25 m Section: b = 30.0 cmLu = 6.55 m c = 0.25 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.25 0.91 1.56 2.22 2.87 3.53 4.18 4.84 5.496.15 6.80

    Mu(-), ton-m: -12.84 -9.23 -6.00 -3.28 -1.03 0.00 -1.05 -3.26 -5.88-9.03 -12.58

    Mu(+), ton-m: 7.95 7.05 6.03 4.93 3.50 1.87 3.63 5.13 6.297.30 8.22

    As(-), cm2: 8.12 5.71 4.52 4.52 4.52 4.52 4.52 4.52 4.525.58 7.95

    As(+), cm2: 4.88 4.52 4.52 4.52 4.52 4.52 4.52 4.52 4.524.52 5.05

    vu, Kg/cm2: 4.31 4.18 3.76 3.33 2.91 2.48 2.83 3.25 3.684.10 4.23

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    2-A 29 #3@ 22.53-A

    BEAM: A(3-4) FLOOR: 3

    =================================================================================================================

    Length: L = 6.13 m a = 0.25 m Section: b = 30.0 cmLu = 5.63 m c = 0.25 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.25 0.81 1.38 1.94 2.50 3.07 3.63 4.19 4.755.32 5.88

    Mu(-), ton-m: -13.44 -10.04 -6.90 -4.09 -1.65 0.00 -1.58 -4.00 -6.80-9.92 -13.32

    Mu(+), ton-m: 10.01 8.53 6.99 5.31 3.39 1.29 3.34 5.26 6.958.51 10.01

    As(-), cm2: 8.54 6.24 4.52 4.52 4.52 4.52 4.52 4.52 4.526.17 8.45

  • As(+), cm2: 6.22 5.26 4.52 4.52 4.52 4.52 4.52 4.52 4.525.24 6.22

    vu, Kg/cm2: 4.77 4.70 4.35 4.00 3.65 3.30 3.63 3.98 4.334.68 4.75

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    3-A 25 #3@ 22.54-A

    BEAM: A(4-5) FLOOR: 3

    =================================================================================================================

    Length: L = 5.99 m a = 0.25 m Section: b = 30.0 cmLu = 5.49 m c = 0.25 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.25 0.80 1.35 1.90 2.45 3.00 3.54 4.09 4.645.19 5.74

    Mu(-), ton-m: -13.59 -10.15 -6.97 -4.09 -1.56 0.00 -2.02 -4.60 -7.55 -10.78 -14.25

    Mu(+), ton-m: 10.69 9.01 7.28 5.37 3.28 1.40 3.71 5.81 7.699.43 11.12

    As(-), cm2: 8.64 6.32 4.52 4.52 4.52 4.52 4.52 4.52 4.636.74 9.10

    As(+), cm2: 6.67 5.57 4.52 4.52 4.52 4.52 4.52 4.52 4.715.84 6.96

    vu, Kg/cm2: 4.95 4.89 4.56 4.24 3.91 3.64 3.96 4.29 4.614.94 5.00

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    4-A 25 #3@ 22.55-A

    BEAM: B(0A-1A) FLOOR: 3

    =================================================================================================================

    Length: L = 2.72 m a = 0.00 m Section: b = 30.0 cmLu = 2.47 m c = 0.25 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.00 0.25 0.49 0.74 0.99 1.24 1.48 1.73 1.982.22 2.47

    Mu(-), ton-m: 0.00 -0.02 -0.08 -0.18 -0.31 -0.48 -0.69 -0.94 -1.22-1.54 -1.90

    Mu(+), ton-m: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00

    As(-), cm2: 4.52 4.52 4.52 4.52 4.52 4.52 4.52 4.52 4.524.52 4.52

    As(+), cm2: 4.52 4.52 4.52 4.52 4.52 4.52 4.52 4.52 4.524.52 4.52

    vu, Kg/cm2: 0.00 0.13 0.25 0.38 0.50 0.63 0.75 0.88 1.011.03 1.03

  • Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    0A-B 11 #3@ 22.51A-B

    BEAM: B(1A-2) FLOOR: 3

    =================================================================================================================

    Length: L = 5.23 m a = 0.25 m Section: b = 30.0 cmLu = 4.73 m c = 0.25 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.25 0.72 1.20 1.67 2.14 2.62 3.09 3.56 4.034.51 4.98

    Mu(-), ton-m: -16.11 -12.29 -8.70 -5.36 -2.44 0.00 -1.86 -4.59 -7.54 -10.79 -14.33

    Mu(+), ton-m: 12.16 10.18 8.11 6.00 3.76 1.31 3.58 6.03 8.3110.40 12.46

    As(-), cm2: 10.42 7.75 5.36 4.52 4.52 4.52 4.52 4.52 4.626.74 9.16

    As(+), cm2: 7.66 6.34 4.99 4.52 4.52 4.52 4.52 4.52 5.116.48 7.86

    vu, Kg/cm2: 6.44 6.42 6.04 5.66 5.28 4.91 4.84 5.22 5.595.97 5.99

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    1A-B 21 #3@ 22.52-B

    BEAM: B1(3-4) FLOOR: 3

    =================================================================================================================

    Length: L = 6.13 m a = 0.25 m Section: b = 30.0 cmLu = 5.63 m c = 0.25 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.25 0.81 1.38 1.94 2.50 3.07 3.63 4.19 4.755.32 5.88

    Mu(-), ton-m: -13.67 -10.17 -6.96 -4.11 -1.64 0.00 -1.49 -3.87 -6.51-9.56 -12.92

    Mu(+), ton-m: 9.69 8.26 6.72 5.15 3.36 1.38 3.44 5.35 7.028.57 10.05

    As(-), cm2: 8.69 6.33 4.52 4.52 4.52 4.52 4.52 4.52 4.525.93 8.18

    As(+), cm2: 6.01 5.08 4.52 4.52 4.52 4.52 4.52 4.52 4.525.28 6.25

    vu, Kg/cm2: 4.89 4.82 4.45 4.07 3.70 3.33 3.51 3.88 4.254.62 4.70

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

  • ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    3-B1 25 #3@ 22.54-B1

    BEAM: B1(4-5) FLOOR: 3

    =================================================================================================================

    Length: L = 5.99 m a = 0.25 m Section: b = 30.0 cmLu = 5.49 m c = 0.25 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.25 0.80 1.35 1.90 2.45 3.00 3.54 4.09 4.645.19 5.74

    Mu(-), ton-m: -13.19 -9.80 -6.71 -3.97 -1.48 0.00 -1.99 -4.60 -7.54 -10.81 -14.33

    Mu(+), ton-m: 10.70 9.03 7.30 5.42 3.36 1.47 3.68 5.66 7.439.19 10.85

    As(-), cm2: 8.36 6.08 4.52 4.52 4.52 4.52 4.52 4.52 4.626.75 9.16

    As(+), cm2: 6.68 5.58 4.52 4.52 4.52 4.52 4.52 4.52 4.555.68 6.78

    vu, Kg/cm2: 4.89 4.83 4.48 4.13 3.79 3.63 3.98 4.33 4.675.02 5.08

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    4-B1 25 #3@ 22.55-B1

    BEAM: C(0A-1) FLOOR: 3

    =================================================================================================================

    Length: L = 2.07 m a = 0.00 m Section: b = 30.0 cmLu = 1.82 m c = 0.25 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.00 0.18 0.36 0.55 0.73 0.91 1.09 1.27 1.461.64 1.82

    Mu(-), ton-m: 0.00 -0.01 -0.04 -0.08 -0.15 -0.23 -0.32 -0.44 -0.57-0.72 -0.89

    Mu(+), ton-m: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00

    As(-), cm2: 4.52 4.52 4.52 4.52 4.52 4.52 4.52 4.52 4.524.52 4.52

    As(+), cm2: 4.52 4.52 4.52 4.52 4.52 4.52 4.52 4.52 4.524.52 4.52

    vu, Kg/cm2: 0.00 0.08 0.16 0.25 0.33 0.41 0.49 0.58 0.620.62 0.62

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

  • --------------------------------------------------------------------------------------

    0A-C 8 #3@ 22.51-C

    BEAM: C(1-2) FLOOR: 3

    =================================================================================================================

    Length: L = 5.88 m a = 0.25 m Section: b = 30.0 cmLu = 5.38 m c = 0.25 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.25 0.79 1.33 1.86 2.40 2.94 3.48 4.02 4.555.09 5.63

    Mu(-), ton-m: -14.91 -11.25 -7.87 -4.82 -2.09 0.00 -1.66 -4.31 -7.26 -10.57 -14.18

    Mu(+), ton-m: 11.55 9.77 7.91 6.00 3.85 1.47 3.48 5.64 7.619.47 11.26

    As(-), cm2: 9.57 7.05 4.83 4.52 4.52 4.52 4.52 4.52 4.526.59 9.05

    As(+), cm2: 7.25 6.07 4.86 4.52 4.52 4.52 4.52 4.52 4.665.87 7.06

    vu, Kg/cm2: 5.38 5.32 4.96 4.60 4.23 3.87 4.15 4.52 4.885.24 5.30

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    1-C 24 #3@ 22.52-C

    BEAM: C1(3-4) FLOOR: 3

    =================================================================================================================

    Length: L = 6.13 m a = 0.25 m Section: b = 30.0 cmLu = 5.63 m c = 0.25 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.25 0.81 1.38 1.94 2.50 3.07 3.63 4.19 4.755.32 5.88

    Mu(-), ton-m: -14.54 -10.80 -7.38 -4.35 -1.73 0.00 -1.50 -3.95 -6.65-9.71 -13.14

    Mu(+), ton-m: 9.88 8.45 6.87 5.23 3.47 1.50 3.67 5.69 7.449.06 10.61

    As(-), cm2: 9.30 6.75 4.52 4.52 4.52 4.52 4.52 4.52 4.526.02 8.33

    As(+), cm2: 6.14 5.20 4.52 4.52 4.52 4.52 4.52 4.52 4.565.60 6.62

    vu, Kg/cm2: 5.22 5.14 4.74 4.34 3.93 3.53 3.55 3.96 4.364.76 4.84

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    3-C1 25 #3@ 22.54-C1

  • BEAM: C1(4-5) FLOOR: 3

    =================================================================================================================

    Length: L = 5.99 m a = 0.25 m Section: b = 30.0 cmLu = 5.49 m c = 0.25 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.25 0.80 1.35 1.90 2.45 3.00 3.54 4.09 4.645.19 5.74

    Mu(-), ton-m: -13.78 -10.21 -6.97 -4.11 -1.51 0.00 -2.05 -4.77 -7.85 -11.29 -15.01

    Mu(+), ton-m: 11.12 9.40 7.62 5.69 3.55 1.59 3.88 5.92 7.749.55 11.25

    As(-), cm2: 8.77 6.35 4.52 4.52 4.52 4.52 4.52 4.52 4.827.07 9.63

    As(+), cm2: 6.96 5.82 4.67 4.52 4.52 4.52 4.52 4.52 4.755.92 7.05

    vu, Kg/cm2: 5.14 5.07 4.70 4.33 3.95 3.79 4.16 4.54 4.915.29 5.35

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    4-C1 25 #3@ 22.55-C1

    BEAM: E(1-2) FLOOR: 3

    =================================================================================================================

    Length: L = 5.88 m a = 0.25 m Section: b = 30.0 cmLu = 5.38 m c = 0.25 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.25 0.79 1.33 1.86 2.40 2.94 3.48 4.02 4.555.09 5.63

    Mu(-), ton-m: -16.23 -12.23 -8.53 -5.20 -2.24 0.00 -1.79 -4.67 -7.93 -11.57 -15.53

    Mu(+), ton-m: 12.61 10.70 8.72 6.62 4.26 1.64 3.87 6.23 8.3810.36 12.29

    As(-), cm2: 10.50 7.71 5.25 4.52 4.52 4.52 4.52 4.52 4.877.26 10.00

    As(+), cm2: 7.97 6.68 5.38 4.52 4.52 4.52 4.52 4.52 5.166.46 7.75

    vu, Kg/cm2: 5.88 5.82 5.42 5.02 4.63 4.23 4.56 4.96 5.355.75 5.81

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    1-E 24 #3@ 22.52-E

    BEAM: E(2-3) FLOOR: 3

  • =================================================================================================================

    Length: L = 7.05 m a = 0.25 m Section: b = 30.0 cmLu = 6.55 m c = 0.25 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.25 0.91 1.56 2.22 2.87 3.53 4.18 4.84 5.496.15 6.80

    Mu(-), ton-m: -12.83 -9.77 -6.87 -4.17 -1.75 0.00 -1.73 -4.08 -6.73-9.58 -12.59

    Mu(+), ton-m: 9.96 8.36 6.70 4.90 2.92 0.79 2.98 5.01 6.878.55 10.16

    As(-), cm2: 8.12 6.06 4.52 4.52 4.52 4.52 4.52 4.52 4.525.94 7.95

    As(+), cm2: 6.19 5.15 4.52 4.52 4.52 4.52 4.52 4.52 4.525.27 6.32

    vu, Kg/cm2: 3.69 3.62 3.41 3.21 3.00 2.79 2.93 3.14 3.353.56 3.63

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    2-E 29 #3@ 22.53-E

    BEAM: E(3-4) FLOOR: 3

    =================================================================================================================

    Length: L = 6.13 m a = 0.25 m Section: b = 30.0 cmLu = 5.63 m c = 0.25 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.25 0.81 1.38 1.94 2.50 3.07 3.63 4.19 4.755.32 5.88

    Mu(-), ton-m: -15.47 -11.52 -7.87 -4.60 -1.83 0.00 -1.67 -4.35 -7.41 -10.90 -14.72

    Mu(+), ton-m: 11.08 9.47 7.78 5.99 3.91 1.62 3.95 6.14 8.079.73 11.36

    As(-), cm2: 9.96 7.22 4.83 4.52 4.52 4.52 4.52 4.52 4.546.81 9.43

    As(+), cm2: 6.93 5.87 4.77 4.52 4.52 4.52 4.52 4.52 4.966.04 7.12

    vu, Kg/cm2: 5.53 5.45 5.04 4.62 4.21 3.80 4.03 4.44 4.855.26 5.35

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    3-E 25 #3@ 22.54-E

    BEAM: E(4-5) FLOOR: 3

    =================================================================================================================

    Length: L = 5.99 m a = 0.25 m Section: b = 30.0 cm

  • Lu = 5.49 m c = 0.25 m h = 50.0 cm----------------------------------------------------------------------------------

    --------------X, m: 0.25 0.80 1.35 1.90 2.45 3.00 3.54 4.09 4.64

    5.19 5.74Mu(-), ton-m: -14.41 -10.97 -7.71 -4.68 -1.92 0.00 -2.49 -5.40 -8.60 -

    11.98 -15.54Mu(+), ton-m: 12.47 10.39 8.19 5.81 3.32 1.14 3.73 6.16 8.42

    10.57 12.66As(-), cm2: 9.21 6.86 4.73 4.52 4.52 4.52 4.52 4.52 5.30

    7.54 10.01As(+), cm2: 7.87 6.48 5.03 4.52 4.52 4.52 4.52 4.52 5.19

    6.59 8.00vu, Kg/cm2: 4.98 4.94 4.69 4.45 4.20 4.12 4.36 4.61 4.86

    5.10 5.15Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3

    #3 #3Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50

    22.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    4-E 25 #3@ 22.55-E

    BEAM: 2B-3B1 FLOOR: 3

    =================================================================================================================

    Length: L = 7.07 m a = 0.25 m Section: b = 30.0 cmLu = 6.57 m c = 0.25 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.25 0.91 1.56 2.22 2.88 3.53 4.19 4.85 5.516.16 6.82

    Mu(-), ton-m: -12.65 -9.00 -5.78 -3.13 -0.92 0.00 -0.99 -3.23 -5.92-9.18 -12.85

    Mu(+), ton-m: 7.87 7.04 6.09 5.04 3.63 2.02 3.67 5.06 6.087.04 7.86

    As(-), cm2: 7.99 5.56 4.52 4.52 4.52 4.52 4.52 4.52 4.525.67 8.13

    As(+), cm2: 4.83 4.52 4.52 4.52 4.52 4.52 4.52 4.52 4.524.52 4.82

    vu, Kg/cm2: 4.34 4.20 3.74 3.29 2.84 2.42 2.87 3.32 3.784.23 4.37

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    2-B 29 #3@ 22.53-B1

    BEAM: 1AB-1C FLOOR: 3

    =================================================================================================================

    Length: L = 6.95 m a = 0.30 m Section: b = 45.0 cmLu = 6.35 m c = 0.30 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

  • X, m: 0.30 0.94 1.57 2.21 2.84 3.48 4.11 4.75 5.386.02 6.65

    Mu(-), ton-m: -19.49 -12.04 -6.09 -2.22 0.00 0.00 0.00 -2.56 -6.80 -13.00 -20.65

    Mu(+), ton-m: 5.91 6.89 7.56 8.18 7.71 6.73 7.64 7.91 7.156.46 5.40

    As(-), cm2: 12.34 7.40 6.78 6.78 6.78 6.78 6.78 6.78 6.788.02 13.14

    As(+), cm2: 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.78 6.786.78 6.78

    vu, Kg/cm2: 6.11 5.82 4.82 3.82 2.82 2.00 3.00 4.00 5.006.00 6.29

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    1A-B 29 #3@ 22.51-C

    BEAM: 2C-3C1 FLOOR: 3

    =================================================================================================================

    Length: L = 7.08 m a = 0.25 m Section: b = 30.0 cmLu = 6.58 m c = 0.25 m h = 50.0 cm

    ------------------------------------------------------------------------------------------------

    X, m: 0.25 0.91 1.57 2.22 2.88 3.54 4.20 4.85 5.516.17 6.83

    Mu(-), ton-m: -13.32 -9.46 -6.07 -3.28 -0.97 0.00 -1.02 -3.36 -6.25-9.72 -13.63

    Mu(+), ton-m: 8.20 7.36 6.42 5.32 3.85 2.13 3.81 5.23 6.267.23 8.05

    As(-), cm2: 8.45 5.86 4.52 4.52 4.52 4.52 4.52 4.52 4.526.03 8.67

    As(+), cm2: 5.04 4.52 4.52 4.52 4.52 4.52 4.52 4.52 4.524.52 4.95

    vu, Kg/cm2: 4.58 4.42 3.94 3.45 2.96 2.55 3.04 3.52 4.014.49 4.65

    Stirrup: #3 #3 #3 #3 #3 #3 #3 #3 #3#3 #3

    Spacing, cm: 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.50 22.5022.50 22.50

    ______________________________________________________________________________________DESIGN

    --------------------------------------------------------------------------------------

    2-C 30 #3@ 22.53-C1