16
UDL (kN/m) SW 1 924 SW 2 801 SW 3 1,784 SW 4 1,784 SW 5 1,784 SW 6 1,784 SW 7 1,784 SW 8 1,784 SW 9 1,784 SW 10 1,784 SW 11 1,868 SW 12 1,868 SW 13 1,868 SW 14 1,868 SW 15 1,939 SW 16 1,939 SW 17 1,868 SW 18 1,868 SW 19 2,221 SW 20 2,377 SW 21 1,165 SW 22 1,165

Shear Wall Load Take Design r1 20110824

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Page 1: Shear Wall Load Take Design r1 20110824

1

UDL(kN/m)

SW 1 924SW 2 801SW 3 1,784SW 4 1,784SW 5 1,784SW 6 1,784SW 7 1,784SW 8 1,784SW 9 1,784SW 10 1,784SW 11 1,868SW 12 1,868SW 13 1,868SW 14 1,868SW 15 1,939SW 16 1,939SW 17 1,868SW 18 1,868SW 19 2,221SW 20 2,377SW 21 1,165SW 22 1,165

Page 2: Shear Wall Load Take Design r1 20110824

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Project: PT 1111, PKNS Project No.: 1008 Project: Subject: Shear Wall Design Date: 24/8/2011 Subject:

Wall Type: SW1 Wall Type:

Level Reinf. Level

Roof 0.00 0.000 0.00 0.00 0.00 0.00 0.00 - - RoofLMR 0.00 0.000 0.00 0.00 0.00 0.00 0.00 - - LMR

Roof Garden 3.05 0.175 8.10 1.50 29.28 41.91 41.91 120 2 layer BRC A8 Roof GardenL28 3.05 0.175 8.10 1.50 29.28 41.91 83.81 120 2 layer BRC A8 L28L27 3.05 0.175 8.10 1.50 29.28 41.91 125.72 120 2 layer BRC A8 L27L26 3.05 0.175 8.10 1.50 29.28 41.91 167.63 120 2 layer BRC A8 L26L25 3.05 0.175 8.10 1.50 29.28 41.91 209.53 120 2 layer BRC A8 L25L24 3.05 0.175 8.10 1.50 29.28 41.91 251.44 120 2 layer BRC A8 L24L23 3.05 0.175 8.10 1.50 29.28 41.91 293.35 120 2 layer BRC A8 L23L22 3.05 0.175 8.10 1.50 29.28 41.91 335.26 120 2 layer BRC A8 L22L21 3.05 0.175 8.10 1.50 29.28 41.91 377.16 120 2 layer BRC A8 L21L20 3.05 0.175 8.10 1.50 29.28 41.91 419.07 120 2 layer BRC A8 L20L19 3.05 0.175 8.10 1.50 29.28 41.91 460.98 120 2 layer BRC A8 L19L18 3.05 0.175 8.10 1.50 29.28 41.91 502.88 120 2 layer BRC A8 L18L17 3.05 0.175 8.10 1.50 29.28 41.91 544.79 120 2 layer BRC A8 L17L16 3.05 0.175 8.10 1.50 29.28 41.91 586.70 120 2 layer BRC A8 L16L15 3.05 0.175 8.10 1.50 29.28 41.91 628.60 120 2 layer BRC A8 L15L14 3.05 0.175 8.10 1.50 29.28 41.91 670.51 120 2 layer BRC A8 L14L13 3.05 0.175 8.10 1.50 29.28 41.91 712.42 120 2 layer BRC A8 L13L12 3.05 0.175 8.10 1.50 29.28 41.91 754.33 120 2 layer BRC A8 L12L11 6.10 0.175 5.50 1.50 42.70 61.61 815.94 120 2 layer BRC A8 L11L10 0.00 0.000 0.00 0.00 0.00 0.00 815.94 120 2 layer BRC A8 L10L9 6.10 0.175 8.10 4.00 73.81 108.21 924.15 120 2 layer BRC A8 L9L8 0.00 0.000 0.00 0.00 0.00 0.00 924.15 - - L8

Loaded Width, W (m)

Slab Thickness (m)

DL + SDL (kN/m2) LL (kN/m2) (DL+SDL+LL)W

(kN/m)1.4(DL+SDL)+1.6(LL)Wu

(kN/m)Accumulate Load (kN/m)

Thickness (mm)

Page 3: Shear Wall Load Take Design r1 20110824

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PT 1111, PKNS Project No.: 1008 Project: PT 1111, PKNSShear Wall Design Date: 24/8/2011 Subject: Shear Wall Design

SW2 Wall Type: SW3, SW4, SW5, SW6, SW7, SW8, SW9, SW10

Reinf. Level

0.00 0.000 0.00 0.00 0.00 0.00 0.00 - - Roof 0.000.00 0.000 0.00 0.00 0.00 0.00 0.00 - - LMR 0.003.05 0.175 8.10 1.50 29.28 41.91 41.91 120 2 layer BRC A8 Roof Garden 6.103.05 0.175 8.10 1.50 29.28 41.91 83.81 120 2 layer BRC A8 L28 6.103.05 0.175 8.10 1.50 29.28 41.91 125.72 120 2 layer BRC A8 L27 6.103.05 0.175 8.10 1.50 29.28 41.91 167.63 120 2 layer BRC A8 L26 6.103.05 0.175 8.10 1.50 29.28 41.91 209.53 120 2 layer BRC A8 L25 6.103.05 0.175 8.10 1.50 29.28 41.91 251.44 120 2 layer BRC A8 L24 6.103.05 0.175 8.10 1.50 29.28 41.91 293.35 120 2 layer BRC A8 L23 6.103.05 0.175 8.10 1.50 29.28 41.91 335.26 120 2 layer BRC A8 L22 6.103.05 0.175 8.10 1.50 29.28 41.91 377.16 120 2 layer BRC A8 L21 6.103.05 0.175 8.10 1.50 29.28 41.91 419.07 120 2 layer BRC A8 L20 6.103.05 0.175 8.10 1.50 29.28 41.91 460.98 120 2 layer BRC A8 L19 6.103.05 0.175 8.10 1.50 29.28 41.91 502.88 120 2 layer BRC A8 L18 6.103.05 0.175 8.10 1.50 29.28 41.91 544.79 120 2 layer BRC A8 L17 6.103.05 0.175 8.10 1.50 29.28 41.91 586.70 120 2 layer BRC A8 L16 6.103.05 0.175 8.10 1.50 29.28 41.91 628.60 120 2 layer BRC A8 L15 6.103.05 0.175 8.10 1.50 29.28 41.91 670.51 120 2 layer BRC A8 L14 6.103.05 0.175 8.10 1.50 29.28 41.91 712.42 120 2 layer BRC A8 L13 6.103.05 0.175 8.10 1.50 29.28 41.91 754.33 120 2 layer BRC A8 L12 6.104.60 0.175 5.50 1.50 32.20 46.46 800.79 120 2 layer BRC A8 L11 6.100.00 0.000 0.00 0.00 0.00 0.00 800.79 - - L10 6.100.00 0.000 0.00 0.00 0.00 0.00 800.79 - - L9 6.100.00 0.000 0.00 0.00 0.00 0.00 800.79 - - L8 0.00

Loaded Width, W (m)

Slab Thickness (m)

DL + SDL (kN/m2) LL (kN/m2) (DL+SDL+LL)W

(kN/m)1.4(DL+SDL)+1.6(LL)Wu

(kN/m)Accumulate Load (kN/m)

Thickness (mm)

Loaded Width, W (m)

Page 4: Shear Wall Load Take Design r1 20110824

4

Project No.: 1008 Project: PT 1111, PKNSShear Wall Design Date: 24/8/2011 Subject: Shear Wall DesignSW3, SW4, SW5, SW6, SW7, SW8, SW9, SW10 Wall Type: SW11, SW12, SW13, SW14

Reinf. Level

0.000 0.00 0.00 0.00 0.00 0.00 - - Roof 0.00 0.0000.000 0.00 0.00 0.00 0.00 0.00 - - LMR 6.10 0.1750.175 8.10 1.50 58.56 83.81 83.81 120 2 layer BRC A8 Roof Garden 6.10 0.1750.175 8.10 1.50 58.56 83.81 167.63 120 2 layer BRC A8 L28 6.10 0.1750.175 8.10 1.50 58.56 83.81 251.44 120 2 layer BRC A8 L27 6.10 0.1750.175 8.10 1.50 58.56 83.81 335.26 120 2 layer BRC A8 L26 6.10 0.1750.175 8.10 1.50 58.56 83.81 419.07 120 2 layer BRC A8 L25 6.10 0.1750.175 8.10 1.50 58.56 83.81 502.88 120 2 layer BRC A8 L24 6.10 0.1750.175 8.10 1.50 58.56 83.81 586.70 120 2 layer BRC A8 L23 6.10 0.1750.175 8.10 1.50 58.56 83.81 670.51 120 2 layer BRC A8 L22 6.10 0.1750.175 8.10 1.50 58.56 83.81 754.33 120 2 layer BRC A8 L21 6.10 0.1750.175 8.10 1.50 58.56 83.81 838.14 120 2 layer BRC A8 L20 6.10 0.1750.175 8.10 1.50 58.56 83.81 921.95 120 2 layer BRC A8 L19 6.10 0.1750.175 8.10 1.50 58.56 83.81 1,005.77 120 2 layer BRC A8 L18 6.10 0.1750.175 8.10 1.50 58.56 83.81 1,089.58 120 2 layer BRC A8 L17 6.10 0.1750.175 8.10 1.50 58.56 83.81 1,173.40 120 2 layer BRC A8 L16 6.10 0.1750.175 8.10 1.50 58.56 83.81 1,257.21 120 2 layer BRC A8 L15 6.10 0.1750.175 8.10 1.50 58.56 83.81 1,341.02 120 2 layer BRC A8 L14 6.10 0.1750.175 8.10 1.50 58.56 83.81 1,424.84 150 2 layer BRC A10 L13 6.10 0.1750.175 8.10 1.50 58.56 83.81 1,508.65 150 2 layer BRC A10 L12 6.10 0.1750.175 8.10 1.50 58.56 83.81 1,592.47 150 2 layer BRC A10 L11 6.10 0.1750.175 8.10 1.50 58.56 83.81 1,676.28 150 2 layer BRC A10 L10 6.10 0.1750.175 8.10 4.00 73.81 108.21 1,784.49 150 2 layer BRC A10 L9 6.10 0.1750.000 0.00 0.00 0.00 0.00 1,784.49 - - L8 0.00 0.000

Slab Thickness (m)

DL + SDL (kN/m2) LL (kN/m2) (DL+SDL+LL)W

(kN/m)1.4(DL+SDL)+1.6(LL)Wu

(kN/m)Accumulate Load (kN/m)

Thickness (mm)

Loaded Width, W (m)

Slab Thickness (m)

Page 5: Shear Wall Load Take Design r1 20110824

5

Project No.: 1008 Project: PT 1111, PKNSDate: 24/8/2011 Subject: Shear Wall Design

Wall Type: SW15, SW16

Reinf. Level

0.00 0.00 0.00 0.00 0.00 - - Roof 6.10 0.175 6.608.10 1.50 0.00 83.81 83.81 120 2 layer BRC A8 LMR 6.10 0.175 8.108.10 1.50 58.56 83.81 167.63 120 2 layer BRC A8 Roof Garden 6.10 0.175 8.108.10 1.50 58.56 83.81 251.44 120 2 layer BRC A8 L28 6.10 0.175 8.108.10 1.50 58.56 83.81 335.26 120 2 layer BRC A8 L27 6.10 0.175 8.108.10 1.50 58.56 83.81 419.07 120 2 layer BRC A8 L26 6.10 0.175 8.108.10 1.50 58.56 83.81 502.88 120 2 layer BRC A8 L25 6.10 0.175 8.108.10 1.50 58.56 83.81 586.70 120 2 layer BRC A8 L24 6.10 0.175 8.108.10 1.50 58.56 83.81 670.51 120 2 layer BRC A8 L23 6.10 0.175 8.108.10 1.50 58.56 83.81 754.33 120 2 layer BRC A8 L22 6.10 0.175 8.108.10 1.50 58.56 83.81 838.14 120 2 layer BRC A8 L21 6.10 0.175 8.108.10 1.50 58.56 83.81 921.95 120 2 layer BRC A8 L20 6.10 0.175 8.108.10 1.50 58.56 83.81 1,005.77 120 2 layer BRC A8 L19 6.10 0.175 8.108.10 1.50 58.56 83.81 1,089.58 120 2 layer BRC A8 L18 6.10 0.175 8.108.10 1.50 58.56 83.81 1,173.40 120 2 layer BRC A8 L17 6.10 0.175 8.108.10 1.50 58.56 83.81 1,257.21 120 2 layer BRC A8 L16 6.10 0.175 8.108.10 1.50 58.56 83.81 1,341.02 120 2 layer BRC A8 L15 6.10 0.175 8.108.10 1.50 58.56 83.81 1,424.84 150 2 layer BRC A10 L14 6.10 0.175 8.108.10 1.50 58.56 83.81 1,508.65 150 2 layer BRC A10 L13 6.10 0.175 8.108.10 1.50 58.56 83.81 1,592.47 150 2 layer BRC A10 L12 6.10 0.175 8.108.10 1.50 58.56 83.81 1,676.28 150 2 layer BRC A10 L11 6.10 0.175 8.108.10 1.50 58.56 83.81 1,760.09 150 2 layer BRC A10 L10 6.10 0.175 8.108.10 4.00 73.81 108.21 1,868.31 175 2 layer BRC A12 L9 6.10 0.175 8.100.00 0.00 0.00 0.00 1,868.31 - - L8 0.00 0.000 0.00

DL + SDL (kN/m2) LL (kN/m2) (DL+SDL+LL)W

(kN/m)1.4(DL+SDL)+1.6(LL)Wu

(kN/m)Accumulate Load (kN/m)

Thickness (mm)

Loaded Width, W (m)

Slab Thickness (m)

DL + SDL (kN/m2)

Page 6: Shear Wall Load Take Design r1 20110824

6

Project No.: 1008 Project: PT 1111, PKNSDate: 24/8/2011 Subject: Shear Wall Design

Wall Type: SW17

Reinf. Level

1.50 49.41 71.00 71.00 120 2 layer BRC A8 Roof 0.00 0.000 0.00 0.001.50 0.00 83.81 154.82 120 2 layer BRC A8 LMR 6.10 0.175 8.10 1.501.50 58.56 83.81 238.63 120 2 layer BRC A8 Roof Garden 6.10 0.175 8.10 1.501.50 58.56 83.81 322.45 120 2 layer BRC A8 L28 6.10 0.175 8.10 1.501.50 58.56 83.81 406.26 120 2 layer BRC A8 L27 6.10 0.175 8.10 1.501.50 58.56 83.81 490.07 120 2 layer BRC A8 L26 6.10 0.175 8.10 1.501.50 58.56 83.81 573.89 120 2 layer BRC A8 L25 6.10 0.175 8.10 1.501.50 58.56 83.81 657.70 120 2 layer BRC A8 L24 6.10 0.175 8.10 1.501.50 58.56 83.81 741.52 120 2 layer BRC A8 L23 6.10 0.175 8.10 1.501.50 58.56 83.81 825.33 120 2 layer BRC A8 L22 6.10 0.175 8.10 1.501.50 58.56 83.81 909.14 120 2 layer BRC A8 L21 6.10 0.175 8.10 1.501.50 58.56 83.81 992.96 120 2 layer BRC A8 L20 6.10 0.175 8.10 1.501.50 58.56 83.81 1,076.77 120 2 layer BRC A8 L19 6.10 0.175 8.10 1.501.50 58.56 83.81 1,160.59 120 2 layer BRC A8 L18 6.10 0.175 8.10 1.501.50 58.56 83.81 1,244.40 120 2 layer BRC A8 L17 6.10 0.175 8.10 1.501.50 58.56 83.81 1,328.21 120 2 layer BRC A8 L16 6.10 0.175 8.10 1.501.50 58.56 83.81 1,412.03 120 2 layer BRC A8 L15 6.10 0.175 8.10 1.501.50 58.56 83.81 1,495.84 150 2 layer BRC A10 L14 6.10 0.175 8.10 1.501.50 58.56 83.81 1,579.66 150 2 layer BRC A10 L13 6.10 0.175 8.10 1.501.50 58.56 83.81 1,663.47 150 2 layer BRC A10 L12 6.10 0.175 8.10 1.501.50 58.56 83.81 1,747.28 150 2 layer BRC A10 L11 6.10 0.175 8.10 1.501.50 58.56 83.81 1,831.10 175 2 layer BRC A12 L10 6.10 0.175 8.10 1.504.00 73.81 108.21 1,939.31 175 2 layer BRC A12 L9 6.10 0.175 8.10 4.000.00 0.00 0.00 1,939.31 - - L8 0.00 0.000 0.00 0.00

LL (kN/m2) (DL+SDL+LL)W (kN/m)

1.4(DL+SDL)+1.6(LL)Wu

(kN/m)Accumulate Load (kN/m)

Thickness (mm)

Loaded Width, W (m)

Slab Thickness (m)

DL + SDL (kN/m2) LL (kN/m2)

Page 7: Shear Wall Load Take Design r1 20110824

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Project No.: 24/8/2011 Project: PT 1111, PKNSDate: 24/8/2011 Subject: Shear Wall Design

Wall Type: SW18

Reinf. Level

0.00 0.00 0.00 - - Roof 0.00 0.000 0.00 0.00 0.000.00 83.81 83.81 120 2 layer BRC A8 LMR 6.10 0.175 8.10 1.50 0.00

58.56 83.81 167.63 120 2 layer BRC A8 Roof Garden 6.10 0.175 8.10 1.50 58.5658.56 83.81 251.44 120 2 layer BRC A8 L28 6.10 0.175 8.10 1.50 58.5658.56 83.81 335.26 120 2 layer BRC A8 L27 6.10 0.175 8.10 1.50 58.5658.56 83.81 419.07 120 2 layer BRC A8 L26 6.10 0.175 8.10 1.50 58.5658.56 83.81 502.88 120 2 layer BRC A8 L25 6.10 0.175 8.10 1.50 58.5658.56 83.81 586.70 120 2 layer BRC A8 L24 6.10 0.175 8.10 1.50 58.5658.56 83.81 670.51 120 2 layer BRC A8 L23 6.10 0.175 8.10 1.50 58.5658.56 83.81 754.33 120 2 layer BRC A8 L22 6.10 0.175 8.10 1.50 58.5658.56 83.81 838.14 120 2 layer BRC A8 L21 6.10 0.175 8.10 1.50 58.5658.56 83.81 921.95 120 2 layer BRC A8 L20 6.10 0.175 8.10 1.50 58.5658.56 83.81 1,005.77 120 2 layer BRC A8 L19 6.10 0.175 8.10 1.50 58.5658.56 83.81 1,089.58 120 2 layer BRC A8 L18 6.10 0.175 8.10 1.50 58.5658.56 83.81 1,173.40 120 2 layer BRC A8 L17 6.10 0.175 8.10 1.50 58.5658.56 83.81 1,257.21 120 2 layer BRC A8 L16 6.10 0.175 8.10 1.50 58.5658.56 83.81 1,341.02 120 2 layer BRC A8 L15 6.10 0.175 8.10 1.50 58.5658.56 83.81 1,424.84 150 2 layer BRC A10 L14 6.10 0.175 8.10 1.50 58.5658.56 83.81 1,508.65 150 2 layer BRC A10 L13 6.10 0.175 8.10 1.50 58.5658.56 83.81 1,592.47 150 2 layer BRC A10 L12 6.10 0.175 8.10 1.50 58.5658.56 83.81 1,676.28 150 2 layer BRC A10 L11 6.10 0.175 8.10 1.50 58.5658.56 83.81 1,760.09 150 2 layer BRC A10 L10 6.10 0.175 8.10 1.50 58.5673.81 108.21 1,868.31 175 2 layer BRC A12 L9 6.10 0.175 8.10 4.00 73.810.00 0.00 1,868.31 - - L8 0.00 0.000 0.00 0.00 0.00

(DL+SDL+LL)W (kN/m)

1.4(DL+SDL)+1.6(LL)Wu

(kN/m)Accumulate Load (kN/m)

Thickness (mm)

Loaded Width, W (m)

Slab Thickness (m)

DL + SDL (kN/m2) LL (kN/m2) (DL+SDL+LL)W

(kN/m)

Page 8: Shear Wall Load Take Design r1 20110824

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Project No.: 1008 Project: PT 1111, PKNSDate: 24/8/2011 Subject: Shear Wall Design

Wall Type: SW19

Reinf. Level

0.00 0.00 - - Roof 0.00 0.000 0.00 0.00 0.00 0.0083.81 83.81 120 2 layer BRC A8 LMR 6.10 0.175 16.20 30.60 0.00 437.0083.81 167.63 120 2 layer BRC A8 Roof Garden 6.10 0.175 8.10 1.50 58.56 83.8183.81 251.44 120 2 layer BRC A8 L28 6.10 0.175 8.10 1.50 58.56 83.8183.81 335.26 120 2 layer BRC A8 L27 6.10 0.175 8.10 1.50 58.56 83.8183.81 419.07 120 2 layer BRC A8 L26 6.10 0.175 8.10 1.50 58.56 83.8183.81 502.88 120 2 layer BRC A8 L25 6.10 0.175 8.10 1.50 58.56 83.8183.81 586.70 120 2 layer BRC A8 L24 6.10 0.175 8.10 1.50 58.56 83.8183.81 670.51 120 2 layer BRC A8 L23 6.10 0.175 8.10 1.50 58.56 83.8183.81 754.33 120 2 layer BRC A8 L22 6.10 0.175 8.10 1.50 58.56 83.8183.81 838.14 120 2 layer BRC A8 L21 6.10 0.175 8.10 1.50 58.56 83.8183.81 921.95 120 2 layer BRC A8 L20 6.10 0.175 8.10 1.50 58.56 83.8183.81 1,005.77 120 2 layer BRC A8 L19 6.10 0.175 8.10 1.50 58.56 83.8183.81 1,089.58 120 2 layer BRC A8 L18 6.10 0.175 8.10 1.50 58.56 83.8183.81 1,173.40 120 2 layer BRC A8 L17 6.10 0.175 8.10 1.50 58.56 83.8183.81 1,257.21 120 2 layer BRC A8 L16 6.10 0.175 8.10 1.50 58.56 83.8183.81 1,341.02 120 2 layer BRC A8 L15 6.10 0.175 8.10 1.50 58.56 83.8183.81 1,424.84 150 2 layer BRC A10 L14 6.10 0.175 8.10 1.50 58.56 83.8183.81 1,508.65 150 2 layer BRC A10 L13 6.10 0.175 8.10 1.50 58.56 83.8183.81 1,592.47 150 2 layer BRC A10 L12 6.10 0.175 8.10 1.50 58.56 83.8183.81 1,676.28 150 2 layer BRC A10 L11 6.10 0.175 8.10 1.50 58.56 83.8183.81 1,760.09 150 2 layer BRC A10 L10 6.10 0.175 8.10 1.50 58.56 83.81

108.21 1,868.31 175 2 layer BRC A12 L9 6.10 0.175 8.10 4.00 73.81 108.210.00 1,868.31 - - L8 0.00 0.000 0.00 0.00 0.00 0.00

1.4(DL+SDL)+1.6(LL)Wu

(kN/m)Accumulate Load (kN/m)

Thickness (mm)

Loaded Width, W (m)

Slab Thickness (m)

DL + SDL (kN/m2) LL (kN/m2) (DL+SDL+LL)W

(kN/m)1.4(DL+SDL)+1.6(LL)Wu

(kN/m)

Page 9: Shear Wall Load Take Design r1 20110824

9

Project No.: 1008 Project: PT 1111, PKNS Project No.:Date: 24/8/2011 Subject: Shear Wall Design

Wall Type: SW20

Reinf. Level

0.00 - - Roof 0.00 0.000 0.00 0.00 0.00 0.00 0.00437.00 120 2 layer BRC A8 LMR 6.10 0.175 16.20 46.50 0.00 592.19 592.19520.82 120 2 layer BRC A8 Roof Garden 6.10 0.175 8.10 1.50 58.56 83.81 676.00604.63 120 2 layer BRC A8 L28 6.10 0.175 8.10 1.50 58.56 83.81 759.82688.45 120 2 layer BRC A8 L27 6.10 0.175 8.10 1.50 58.56 83.81 843.63772.26 120 2 layer BRC A8 L26 6.10 0.175 8.10 1.50 58.56 83.81 927.44856.07 120 2 layer BRC A8 L25 6.10 0.175 8.10 1.50 58.56 83.81 1,011.26939.89 120 2 layer BRC A8 L24 6.10 0.175 8.10 1.50 58.56 83.81 1,095.07

1,023.70 120 2 layer BRC A8 L23 6.10 0.175 8.10 1.50 58.56 83.81 1,178.891,107.52 120 2 layer BRC A8 L22 6.10 0.175 8.10 1.50 58.56 83.81 1,262.701,191.33 120 2 layer BRC A8 L21 6.10 0.175 8.10 1.50 58.56 83.81 1,346.511,275.14 120 2 layer BRC A8 L20 6.10 0.175 8.10 1.50 58.56 83.81 1,430.331,358.96 120 2 layer BRC A8 L19 6.10 0.175 8.10 1.50 58.56 83.81 1,514.141,442.77 150 2 layer BRC A10 L18 6.10 0.175 8.10 1.50 58.56 83.81 1,597.961,526.59 150 2 layer BRC A10 L17 6.10 0.175 8.10 1.50 58.56 83.81 1,681.771,610.40 150 2 layer BRC A10 L16 6.10 0.175 8.10 1.50 58.56 83.81 1,765.581,694.21 150 2 layer BRC A10 L15 6.10 0.175 8.10 1.50 58.56 83.81 1,849.401,778.03 150 2 layer BRC A10 L14 6.10 0.175 8.10 1.50 58.56 83.81 1,933.211,861.84 175 2 layer BRC A12 L13 6.10 0.175 8.10 1.50 58.56 83.81 2,017.031,945.66 175 2 layer BRC A12 L12 6.10 0.175 8.10 1.50 58.56 83.81 2,100.842,029.47 175 2 layer BRC A12 L11 6.10 0.175 8.10 1.50 58.56 83.81 2,184.652,113.28 175 2 layer BRC A12 L10 6.10 0.175 8.10 1.50 58.56 83.81 2,268.472,221.50 200 2 layerBRC A12 L9 6.10 0.175 8.10 4.00 73.81 108.21 2,376.682,221.50 - - L8 0.00 0.000 0.00 0.00 0.00 0.00 2,376.68

Accumulate Load (kN/m)

Thickness (mm)

Loaded Width, W (m)

Slab Thickness (m)

DL + SDL (kN/m2) LL (kN/m2) (DL+SDL+LL)W

(kN/m)1.4(DL+SDL)+1.6(LL)Wu

(kN/m)Accumulate Load (kN/m)

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Project No.: 1008 Project: PT 1111, PKNS Project No.:Date: 24/8/2011 Subject: Shear Wall Design Date:

Wall Type: SW21, SW22

Reinf. Level

- - Roof 0.00 0.000 0.00 0.00 0.00 0.00 0.00 -120 2 layer BRC A8 LMR 3.05 0.175 16.20 30.60 0.00 218.50 218.50 120120 2 layer BRC A8 Roof Garden 3.05 0.175 8.10 1.50 29.28 41.91 260.41 120120 2 layer BRC A8 L28 3.05 0.175 8.10 1.50 29.28 41.91 302.32 120120 2 layer BRC A8 L27 3.05 0.175 8.10 1.50 29.28 41.91 344.22 120120 2 layer BRC A8 L26 3.05 0.175 8.10 1.50 29.28 41.91 386.13 120120 2 layer BRC A8 L25 3.05 0.175 8.10 1.50 29.28 41.91 428.04 120120 2 layer BRC A8 L24 3.05 0.175 8.10 1.50 29.28 41.91 469.94 120120 2 layer BRC A8 L23 3.05 0.175 8.10 1.50 29.28 41.91 511.85 120120 2 layer BRC A8 L22 3.05 0.175 8.10 1.50 29.28 41.91 553.76 120120 2 layer BRC A8 L21 3.05 0.175 8.10 1.50 29.28 41.91 595.67 120150 2 layer BRC A10 L20 3.05 0.175 8.10 1.50 29.28 41.91 637.57 120150 2 layer BRC A10 L19 3.05 0.175 8.10 1.50 29.28 41.91 679.48 120150 2 layer BRC A10 L18 3.05 0.175 8.10 1.50 29.28 41.91 721.39 120150 2 layer BRC A10 L17 3.05 0.175 8.10 1.50 29.28 41.91 763.29 120150 2 layer BRC A10 L16 3.05 0.175 8.10 1.50 29.28 41.91 805.20 120175 2 layer BRC A12 L15 3.05 0.175 8.10 1.50 29.28 41.91 847.11 120175 2 layer BRC A12 L14 3.05 0.175 8.10 1.50 29.28 41.91 889.01 120175 2 layer BRC A12 L13 3.05 0.175 8.10 1.50 29.28 41.91 930.92 120175 2 layer BRC A12 L12 3.05 0.175 8.10 1.50 29.28 41.91 972.83 120200 2 layerBRC A12 L11 3.05 0.175 8.10 1.50 29.28 41.91 1,014.74 120200 2 layerBRC A12 L10 3.05 0.175 8.10 1.50 29.28 41.91 1,056.64 120200 2 layerBRC A12 L9 6.10 0.175 8.10 4.00 73.81 108.21 1,164.86 120

- - L8 0.00 0.000 0.00 0.00 0.00 0.00 1,164.86 -

Thickness (mm)

Loaded Width, W (m)

Slab Thickness (m)

DL + SDL (kN/m2) LL (kN/m2) (DL+SDL+LL)W

(kN/m)1.4(DL+SDL)+1.6(LL)Wu

(kN/m)Accumulate Load (kN/m)

Thickness (mm)

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100824/8/2011

Reinf.

-2 layer BRC A82 layer BRC A82 layer BRC A82 layer BRC A82 layer BRC A82 layer BRC A82 layer BRC A82 layer BRC A82 layer BRC A82 layer BRC A82 layer BRC A82 layer BRC A82 layer BRC A82 layer BRC A82 layer BRC A82 layer BRC A82 layer BRC A82 layer BRC A82 layer BRC A82 layer BRC A82 layer BRC A82 layer BRC A8

-

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Project: PT 1111, PKNSSubject: Shear Wall Design

Project No.: 1008Date: 8/15/2011

Wall Design to BS8110-1: 1997

Design Data:

fcu = 30fy = 460

No. Wall Height, lc (mm)

1 3,050 120 25.4 Slender 4802 3,050 125 24.4 Slender 5003 3,050 150 20.3 Slender 6004 3,050 175 17.4 Slender 7005 3,050 200 15.3 Slender 800

N/mm2

N/mm2

Wall Thickness, h (mm)

Slenderness Ratio (lc/h)

Wall Design Type

Min. Steel, As,min (0.4%)

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Reinforcement Layer Status Reinforcement

1,415 8 - 200 2 503 OK 0.42% 300 8 - 1001,509 9 - 200 2 636 OK 0.51% 313 9 - 2001,817 10 - 200 2 785 OK 0.52% 375 10 - 2002,186 12 - 200 2 1,131 OK 0.65% 438 12 - 2002,449 12 - 200 2 1,131 OK 0.57% 500 12 - 200

N=0.35fcuAc+0.67Ascfy (kN)

As, Prov. (mm2/m)

% Reinf. Provided

Min. Horizontal

Reinf.

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Status Mesh

503 OK 2 layer BRC A8318 OK 2 layer BRC A9393 OK 2 layer BRC A10565 OK 2 layer BRC A12565 OK 2 layerBRC A12

As, Prov. (mm2/m)