ahmed musisi residence 1-beamdes

Axis: 4 Storey: 1 Material: C20/25 / Grade 500 (Type 2) (Links: Grade 500 (Type 2))1B27 L=2570mm 1B28 L=4147.7mm 1B29 L=2825mm

BwXH (mm) 200 X 450 200 X 450 200 X 450Flange BfXHf --- --- ---

Loads 0.1

G=10.22

1.62

10.2211.82

2.57

11.82

0.1

Q=3.14

1.62

3.143.64

2.57

3.64

UDL G=14.25 Q=0 kN/m

11.8211.82

27.8

2.97

27.815.98

4.15

15.983.643.64

8.55

2.97

8.554.92

4.15

4.92


15.98

1.2

15.984.92

1.2

4.92


ShearForce(Env.)

-14.682

84.698

-138.192

136.795

-116.442

36.164

Moment(Env.) -3.78

95.573 93.492

-61.986

89.268 91.91

-34.143

Bending (Top Edge) ... M (kN.m) 4.1 46.1 95.6 93.5 0.9 89.3 91.9 14.9 8.5 d (mm) 407.0 407.0 404.5 404.5 409.0 407.0 407.0 409.0 409.0 K/K' 0.03 0.34 0.71 0.69 0.01 0.65 0.67 0.11 0.06 x (mm) 50.88 66.82 153.64 149.59 51.13 140.30 145.28 51.13 51.13 Asm (mm2) 24.23 278.70 640.79 623.89 5.33 585.15 605.90 88.45 50.53 Asv (mm2) 63.26 167.77 243.52 397.33 200.84 393.31 334.79 233.36 103.98 As (mm2) 87.50 446.47 640.79 623.89 206.17 585.15 605.90 321.82 88.45 As' (mm2) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 As-min 105.82 105.82 105.17 105.17 106.34 105.82 105.82 106.34 106.34

Bending (Bottom Edge) ... M (kN.m) 3.8 2.9 3.7 62.0 0.0 34.1 12.8 d (mm) 409.0 409.0 392.0 409.0 392.0 409.0 409.0 K/K' 0.03 0.02 0.03 0.45 0.00 0.25 0.09 x (mm) 51.13 51.13 49.00 91.82 49.00 51.13 51.13 Asm (mm2) 22.31 16.95 22.59 382.97 0.04 202.11 76.04 Asv (mm2) 63.26 167.77 397.33 200.84 393.31 233.36 103.98 As (mm2) 22.31 22.31 382.97 382.97 382.97 202.11 180.01 As' (mm2) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 As-min 106.34 106.34 101.92 101.92 106.34 101.92 101.92 106.34 106.34

Shear and Torsion Design ... Vd (kN) 22.0 84.7 138.2 136.8 116.4 36.2 Vd @d(kN) 22.0 65.3 107.6 113.8 93.5 28.9 v (N/mm2) 0.27 1.05 1.71 1.68 1.43 0.44 v-Rdc (N/mm2) 0.51 0.00 0.59 0.59 0.00 0.51 0.51 0.00 0.44 v-Rdmax (N/mm2) 3.31 3.31 3.31 3.31 3.31 3.31 V-Rd (kN) 134.1 128.5 128.5 128.5 128.5 134.1 Vnom (kN) 134.1 134.1 134.1 Td (kN.m) 0.2 0.4 0.2 T-min (kN.m) 2.6 2.6 2.6 b-sup (mm) 0.0 0.0 0.0 0.0 0.0 0.0 Links H8-300 H8-300 H8-300 H8-300 H8-300 H8-300 H8-300 H8-300 H8-300

Deflection Check ... L/d 6.28 < 1921.42 OK 10.14 < 27.42 OK 6.91 < 65.47 OK

Provided Steel Areas (mm2)Top Edge 628.32 628.32 981.75 981.75 402.12 628.32 628.32 603.19 603.19Bottom Edge 402.12 402.12 402.12 402.12 402.12 402.12 402.12 402.12 402.12

Steel Bars ...Top Bar 2H20 2H16 3H16 Top SupBar 2H25 2H25 2H20 2H20

Top SupBar

Bottom Bar 2H16 2H16 2H16 Bottom BarBot SupBar

Side Bars

BEAM DESIGN RESULTSCSEC (U) LTD. (*17S-N56S-XY6R-2MF7)

Orion Building Design System 18.0 (04.2012) / Page: BD-1

Project: AHMED_MUSISI_RESIDENCE_1

Axis: 4 Storey: 2 Material: C20/25 / Grade 500 (Type 2) (Links: Grade 500 (Type 2))2B27 L=2570mm 2B28 L=4147.7mm 2B29 L=2825mm


Loads UDL G=6.75 Q=0 kN/m UDL G=6.75 Q=0 kN/m UDL G=6.75 Q=0 kN/m

ShearForce(Env.)

-2.021

20.997

-22.811

26.24

-26.433

15.942

Moment(Env.) -0.326

26.136 24.06

-7.942

17.012 17.468

-14.468

Bending (Top Edge) ... M (kN.m) 1.6 13.6 26.1 24.1 4.3 17.0 17.5 3.6 d (mm) 409.0 409.0 409.0 409.0 409.0 409.0 409.0 409.0 K/K' 0.01 0.10 0.19 0.17 0.03 0.12 0.13 0.03 x (mm) 51.13 51.13 51.13 51.13 51.13 51.13 51.13 51.13 Asm (mm2) 9.44 80.67 154.71 142.42 25.17 100.70 103.40 21.41 Asv (mm2) 17.70 43.57 60.37 65.59 39.22 75.45 76.00 45.84 As (mm2) 27.13 124.24 154.71 142.42 64.39 100.70 103.40 21.41 As' (mm2) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 As-min 106.34 106.34 106.34 106.34 106.34 106.34 106.34 106.34 0.00

Bending (Bottom Edge) ... M (kN.m) 0.3 7.9 1.1 2.1 14.5 5.7 d (mm) 409.0 409.0 392.0 392.0 409.0 409.0 K/K' 0.00 0.06 0.01 0.02 0.10 0.04 x (mm) 51.13 51.13 49.00 49.00 51.13 51.13 Asm (mm2) 1.93 47.01 6.59 12.96 85.64 33.81 Asv (mm2) 17.70 39.22 75.45 76.00 57.05 45.84 As (mm2) 1.93 47.01 47.01 85.64 85.64 79.65 As' (mm2) 0.00 0.00 0.00 0.00 0.00 0.00 As-min 106.34 106.34 101.92 101.92 106.34 101.92 101.92 106.34 0.00

Shear and Torsion Design ... Vd (kN) 6.2 21.0 22.8 26.2 26.4 15.9 Vd @d(kN) 6.2 16.7 18.5 21.9 22.1 12.5 v (N/mm2) 0.08 0.26 0.28 0.32 0.32 0.19 v-Rdc (N/mm2) 0.44 0.00 0.44 0.44 0.00 0.44 0.44 0.00 0.44 v-Rdmax (N/mm2) 3.31 3.31 3.31 3.31 3.31 3.31 V-Rd (kN) 134.1 128.5 128.5 128.5 128.5 134.1 Vnom (kN) 134.1 134.1 134.1 Td (kN.m) 0.1 0.2 0.1 T-min (kN.m) 2.6 2.6 2.6 b-sup (mm) 0.0 0.0 0.0 0.0 0.0 0.0 Links H8-300 H8-300 H8-300 H8-300 H8-300 H8-300 H8-300


Provided Steel Areas (mm2)Top Edge 402.12 402.12 402.12 402.12 402.12 402.12 402.12 X 0.00 X 0.00Bottom Edge 402.12 402.12 402.12 402.12 402.12 402.12 402.12 402.12 402.12

Steel Bars ...Top Bar 2H16 2H16 Top SupBar 2H16 2H16 2H16 2H16

Top SupBar


Side Bars




Axis: 7 Storey: 1 Material: C20/25 / Grade 500 (Type 2) (Links: Grade 500 (Type 2))1B31 L=600mm 1B32 L=5117.7mm

BwXH (mm) 200 X 450 200 X 450Flange BfXHf --- ---

Loads UDL G=14.25 Q=0 kN/m

3.7

10.22

5.12

2.17

3.7

3.14

5.12

0.67


ShearForce(Env.)

44.963

-82.979

92.894

Moment(Env.)

23.796

80.175

-108.299Bending (Top Edge) ... M (kN.m) 4.5 14.1 23.8 80.2 27.1 d (mm) 409.0 409.0 407.0 407.0 409.0 K/K' 0.03 0.10 0.17 0.59 0.20 x (mm) 51.13 51.13 50.88 123.66 51.13 Asm (mm2) 26.36 83.66 141.55 515.76 160.27 Asv (mm2) 109.03 117.76 129.28 238.58 267.09 As (mm2) 83.66 141.55 141.55 515.76 160.27 As' (mm2) 0.00 0.00 0.00 0.00 0.00 As-min 0.00 106.34 105.82 105.82 106.34 106.34

Bending (Bottom Edge) ... M (kN.m) 0.0 18.5 108.3 65.4 d (mm) 392.0 392.0 404.5 404.5 K/K' 0.00 0.15 0.80 0.48 x (mm) 49.00 49.00 179.52 98.75 Asm (mm2) 0.04 114.48 748.70 411.84 Asv (mm2) 109.03 238.58 166.65 267.09 As (mm2) 0.04 353.06 748.70 678.93 As' (mm2) 0.00 0.00 0.00 0.00 As-min 0.00 106.34 101.92 101.92 105.17 105.17

Shear and Torsion Design ... Vd (kN) 37.9 45.0 83.0 92.9 Vd @d(kN) 37.9 36.9 72.2 80.7 v (N/mm2) 0.46 0.55 1.02 1.14 v-Rdc (N/mm2) 0.44 0.00 0.51 0.51 0.00 0.59 v-Rdmax (N/mm2) 3.31 3.31 3.31 3.31 V-Rd (kN) 128.5 128.5 128.5 132.6 Vnom (kN) 134.1 132.6 Td (kN.m) 0.9 0.1 T-min (kN.m) 2.6 2.6 b-sup (mm) 0.0 0.0 0.0 0.0 Links H8-300 H8-300 H8-300 H8-300

Deflection Check ... L/d 1.47 < 33.87 OK 12.65 < 24.28 OK

Provided Steel Areas (mm2)Top Edge X 0.00 X 0.00 628.32 628.32 402.12 402.12Bottom Edge 402.12 402.12 402.12 981.75 981.75 981.75

Steel Bars ...Top Bar 2H16 Top SupBar 2H20 2H20

Top SupBar

Bottom Bar 2H16 2H25 Bottom BarBot SupBar

Side Bars




Axis: 7 Storey: 2 Material: C20/25 / Grade 500 (Type 2) (Links: Grade 500 (Type 2))2B31 L=600mm 2B45 L=2226.4mm


Loads UDL G=6.75 Q=0 kN/m UDL G=6.75 Q=0 kN/m

ShearForce(Env.)

21.161

-26.62

Moment(Env.)

11.255

37.814

Bending (Top Edge) ... M (kN.m) 2.2 6.7 11.3 37.8 21.7 5.5 d (mm) 409.0 409.0 409.0 409.0 409.0 409.0 K/K' 0.02 0.05 0.08 0.27 0.16 0.04 x (mm) 51.13 51.13 51.13 53.82 51.13 51.13 Asm (mm2) 12.77 39.71 66.62 224.46 128.27 32.33 Asv (mm2) 51.25 55.38 60.84 76.54 60.00 38.97 As (mm2) 39.71 66.62 66.62 224.46 188.28 71.30 As' (mm2) 0.00 0.00 0.00 0.00 0.00 0.00 As-min 0.00 106.34 106.34 106.34 106.34 106.34

Bending (Bottom Edge) ... M (kN.m) 1.0 d (mm) 409.0 K/K' 0.01 x (mm) 51.13 Asm (mm2) 5.88 Asv (mm2) 38.97 As (mm2) 5.88 As' (mm2) 0.00 As-min 0.00 106.34 101.92 101.92 106.34 106.34





Top SupBar


Side Bars




Axis: A Storey: 1 Material: C20/25 / Grade 500 (Type 2) (Links: Grade 500 (Type 2))1B1 L=3716.4mm 1B2 L=2200mm


Loads 0.1

G=16.25

3.72

16.25

0.1

Q=5

3.72

5


16.25

2.1

16.255

2.1

5


ShearForce(Env.)

-77.218

100.154

-66.785

34.276

Moment(Env.)

26.62

-53.332

56.57937.487

-14.175

Bending (Top Edge) ... M (kN.m) 26.6 56.6 37.5 6.4 3.5 d (mm) 409.0 409.0 409.0 409.0 409.0 K/K' 0.19 0.41 0.27 0.05 0.03 x (mm) 51.13 83.03 53.33 51.13 51.13 Asm (mm2) 157.57 346.29 222.41 37.60 20.98 Asv (mm2) 222.02 287.96 192.02 113.31 98.55 As (mm2) 157.58 346.29 222.41 150.92 37.60 As' (mm2) 0.00 0.00 0.00 0.00 0.00 As-min 106.34 106.34 106.34 106.34 106.34 106.34

Bending (Bottom Edge) ... M (kN.m) 38.2 53.3 4.5 14.2 10.3 d (mm) 409.0 409.0 392.0 409.0 409.0 K/K' 0.28 0.39 0.04 0.10 0.07 x (mm) 54.36 77.83 49.00 51.13 51.13 Asm (mm2) 226.71 324.62 28.08 83.91 60.98 Asv (mm2) 222.02 162.80 287.96 113.31 98.55 As (mm2) 324.62 324.62 316.05 83.91 83.91 As' (mm2) 0.00 0.00 0.00 0.00 0.00 As-min 106.34 106.34 101.92 101.92 106.34 106.34

Shear and Torsion Design ... Vd (kN) 77.2 100.2 66.8 34.3 Vd @d(kN) 52.2 76.9 43.6 13.8 v (N/mm2) 0.94 1.22 0.82 0.42 v-Rdc (N/mm2) 0.44 0.00 0.44 0.44 0.00 0.44 v-Rdmax (N/mm2) 3.31 3.31 3.31 3.31 V-Rd (kN) 134.1 128.5 128.5 134.1 Vnom (kN) 134.1 134.1 Td (kN.m) 0.0 0.1 T-min (kN.m) 2.6 2.6 b-sup (mm) 0.0 0.0 0.0 0.0 Links H8-300 H8-300 H8-300 H8-300 H8-300 H8-300


Provided Steel Areas (mm2)Top Edge 402.12 402.12 402.12 402.12 402.12 402.12Bottom Edge 402.12 402.12 402.12 402.12 402.12 402.12

Steel Bars ...Top Bar 2H16 2H16 Top SupBar 2H16 2H16

Top SupBar


Side Bars




Axis: A Storey: 2 Material: C20/25 / Grade 500 (Type 2) (Links: Grade 500 (Type 2))2B1 L=3716.4mm 2B2 L=2200mm



ShearForce(Env.)

-17.683

14.463

-4.494

16.099

Moment(Env.)

1.61

-17.162 -15.031

Bending (Top Edge) ... M (kN.m) 4.3 4.3 3.7 3.7 d (mm) 409.0 409.0 409.0 409.0 K/K' 0.03 0.03 0.03 0.03 x (mm) 51.13 51.13 51.13 51.13 Asm (mm2) 25.40 25.40 21.70 21.70 Asv (mm2) 50.84 41.59 12.92 46.29 As (mm2) 25.40 25.40 21.70 21.70 As' (mm2) 0.00 0.00 0.00 0.00 As-min 106.34 106.34 106.34 106.34 106.34 106.34

Bending (Bottom Edge) ... M (kN.m) 8.0 17.2 13.0 15.0 14.7 5.5 d (mm) 409.0 409.0 392.0 392.0 409.0 409.0 K/K' 0.06 0.12 0.10 0.12 0.11 0.04 x (mm) 51.13 51.13 49.00 49.00 51.13 51.13 Asm (mm2) 47.49 101.59 79.99 92.75 86.82 32.40 Asv (mm2) 50.84 27.09 41.59 12.92 31.73 46.29 As (mm2) 98.33 101.59 101.59 92.75 92.75 78.69 As' (mm2) 0.00 0.00 0.00 0.00 0.00 0.00 As-min 106.34 106.34 101.92 101.92 106.34 106.34





Top SupBar


Side Bars




Axis: C Storey: 1 Material: C20/25 / Grade 500 (Type 2) (Links: Grade 500 (Type 2))1B5 L=1716.4mm 1B6 L=4200mm


Loads 0.1

G=25.88

1.72

25.88

0.1

Q=7.96

1.72

7.96


25.88

1.39

25.8816.25

4.1

16.257.96

1.39

7.965

4.1

5


ShearForce(Env.)

147.194

-159.618

66.336

Moment(Env.)

161.085 157.948

-51.958


Bending (Bottom Edge) ... M (kN.m) 0.3 52.0 36.4 d (mm) 392.0 409.0 409.0 K/K' 0.00 0.38 0.26 x (mm) 49.00 75.66 51.62 Asm (mm2) 1.86 315.53 215.29 Asv (mm2) 209.71 262.52 190.73 As (mm2) 1.86 315.53 315.53 As' (mm2) 0.00 0.00 0.00 As-min 0.00 106.34 101.92 101.92 106.34 106.34





Top SupBar


Side Bars




Axis: C Storey: 2 Material: C20/25 / Grade 500 (Type 2) (Links: Grade 500 (Type 2))2B5 L=1716.4mm 2B43 L=2826.4mm



ShearForce(Env.)

41.357

-34.424

Moment(Env.)

58.466 61.42


Bending (Bottom Edge) ... M (kN.m) 0.1 d (mm) 392.0 K/K' 0.00 x (mm) 49.00 Asm (mm2) 0.59 Asv (mm2) 89.04 As (mm2) 0.59 As' (mm2) 0.00 As-min 0.00 106.34 101.92 101.92 106.34 0.00

Shear and Torsion Design ... Vd (kN) 31.0 41.4 34.4 15.9 Vd @d(kN) 31.0 37.1 30.1 15.9 v (N/mm2) 0.38 0.51 0.42 0.19 v-Rdc (N/mm2) 0.44 0.00 0.44 0.44 0.00 0.35 v-Rdmax (N/mm2) 3.31 3.31 3.31 3.31 V-Rd (kN) 128.5 128.5 128.5 134.1 Vnom (kN) 134.1 134.1 Td (kN.m) 0.0 0.1 T-min (kN.m) 2.6 2.6 b-sup (mm) 0.0 0.0 0.0 0.0 Links H8-300 H8-300


Provided Steel Areas (mm2)Top Edge X 0.00 X 0.00 402.12 402.12 X 0.00 X 0.00Bottom Edge 402.12 402.12 402.12 402.12 402.12 402.12

Steel Bars ...Top BarTop SupBar 2H16 2H16

Top SupBar


Side Bars




Axis: D Storey: 1 Material: C20/25 / Grade 500 (Type 2) (Links: Grade 500 (Type 2))1B7 L=394.8mm 1B8 L=5405.2mm 1B9 L=3095mm


Loads 0.1

G=19.98

0.39

19.98

0.1

Q=6.15

0.39

6.15


19.9819.9840.29

5.31

40.2920.3120.31

6.156.1512.4

5.31

12.46.256.25


20.31

1.2

20.316.25

1.2

6.25


ShearForce(Env.)

110.008

-231.311

241.02

-159.645

64.296

Moment(Env.)

39.652

194.687

-128.519

215.492131.264

-48.654

17.848

Bending (Top Edge) ... M (kN.m) 7.0 21.3 39.7 194.7 1.7 215.5 131.3 20.8 17.8 d (mm) 409.0 409.0 404.5 404.5 409.0 384.3 384.3 407.0 407.0 K/K' 0.05 0.15 0.29 1.44 0.01 1.77 1.08 0.15 0.13 x (mm) 51.13 51.13 57.31 242.70 51.13 230.55 230.55 50.88 50.88 Asm (mm2) 41.42 126.27 239.00 1406.46 9.99 1620.03 1026.24 123.88 106.17 Asv (mm2) 279.97 290.32 316.29 463.65 346.97 442.74 459.01 334.48 184.86 As (mm2) 126.27 239.00 239.00 1406.46 356.97 1620.03 1026.24 458.36 123.88 As' (mm2) 0.00 0.00 0.00 394.24 0.00 658.48 64.70 0.00 0.00 As-min 0.00 106.34 105.17 105.17 106.34 99.91 99.91 105.82 105.82

Bending (Bottom Edge) ... M (kN.m) 31.9 128.5 1.2 48.7 19.2 d (mm) 392.0 404.5 392.0 409.0 409.0 K/K' 0.25 0.95 0.01 0.35 0.14 x (mm) 49.00 225.50 49.00 70.46 51.13 Asm (mm2) 197.25 940.48 7.34 293.85 113.52 Asv (mm2) 434.28 346.97 409.71 334.48 184.86 As (mm2) 631.53 940.48 417.04 293.85 293.85 As' (mm2) 0.00 0.00 0.00 0.00 0.00 As-min 0.00 106.34 101.92 101.92 105.17 101.92 101.92 106.34 106.34

Shear and Torsion Design ... Vd (kN) 97.4 110.0 231.3 241.0 159.6 64.3 Vd @d(kN) 0.0 0.0 173.7 192.0 132.9 55.2 v (N/mm2) 1.19 1.36 2.86 3.14 2.08 0.79 v-Rdc (N/mm2) 0.44 0.00 0.68 0.68 0.00 0.71 0.71 0.00 0.44 v-Rdmax (N/mm2) 3.31 3.31 3.31 3.31 3.31 3.31 V-Rd (kN) 128.5 128.5 171.4 232.7 128.5 134.1 Vnom (kN) 134.1 132.6 134.1 Td (kN.m) 2.3 0.1 1.1 T-min (kN.m) 2.6 2.6 2.6 b-sup (mm) 0.0 0.0 1350.0 1350.0 0.0 0.0 Links H8-300 H8-225 H8-300 H8-150 H8-300 H8-300 H8-300


Provided Steel Areas (mm2)Top Edge X 0.00 X 0.00 1472.62 1472.62 402.12 1874.75 1874.75 628.32 628.32Bottom Edge 402.12 402.12 402.12 981.75 981.75 981.75 402.12 402.12 402.12

Steel Bars ...Top Bar 2H16 2H20 Top SupBar 3H25 3H25 3H25 3H25

Top SupBar 2H16 2H16


Side Bars




Axis: D Storey: 2 Material: C20/25 / Grade 500 (Type 2) (Links: Grade 500 (Type 2))2B8 L=5405.2mm 2B9 L=3095mm



ShearForce(Env.)

-22.082

25.586

-36.352

34.377

Moment(Env.)

20.005

-10.04

29.694

15.718

-27.067

8.467

Bending (Top Edge) ... M (kN.m) 20.0 1.9 29.7 15.7 8.5 d (mm) 409.0 409.0 409.0 409.0 409.0 K/K' 0.14 0.01 0.21 0.11 0.06 x (mm) 51.13 51.13 51.13 51.13 51.13 Asm (mm2) 118.42 11.49 175.77 93.04 50.12 Asv (mm2) 63.49 38.96 73.57 104.52 98.84 As (mm2) 118.42 50.45 175.77 93.04 50.12 As' (mm2) 0.00 0.00 0.00 0.00 0.00 As-min 106.34 106.34 106.34 106.34 106.34 106.34

Bending (Bottom Edge) ... M (kN.m) 2.6 10.0 6.4 27.1 10.2 d (mm) 409.0 409.0 392.0 409.0 409.0 K/K' 0.02 0.07 0.05 0.20 0.07 x (mm) 51.13 51.13 49.00 51.13 51.13 Asm (mm2) 15.53 59.43 39.69 160.22 60.17 Asv (mm2) 63.49 38.96 104.52 84.53 98.84 As (mm2) 59.43 59.43 144.20 160.22 159.02 As' (mm2) 0.00 0.00 0.00 0.00 0.00 As-min 106.34 106.34 101.92 101.92 106.34 106.34





Top SupBar


Side Bars




ahmed musisi residence 1-beamdes

Documents