DEAD LOAD

SECRETARY 4.995

Area 14

Slab thickness 170 mm

Conrete density 25 3.758 6.479014

Slab dead load 4.25 5.323833

Imposed load 2.5 6.479014

Total load on the slab 6.75

Trapezoidal load(DEAD) 6.479014 kN/m wall dead load (220mm) 0 kN/mTriangular load(DEAD) 5.323833 kN/m wall dead load (270mm) 0 kN/m

Trapezoidal load (LIVE) 3.811185 kN/mTriangular load (LIVE) 3.131667 kN/m

STATION COMMISSIONER 5.65

Area 20

Slab thickness 170 mm

Conrete density 25 4.53 7.563553

Slab dead load 4.25 6.4175

Imposed load 2.5 7.563553

Total load on the slab 6.75

Trapezoidal load(DEAD) 7.563553 kN/m wall dead load (220mm) 0 kN/mTriangular load(DEAD) 6.4175 kN/m

Trapezoidal load (LIVE) 4.449149 kN/mTriangular load (LIVE) 3.775 kN/m

DEAD LOAD

DECK TO FALLS TO FULL BORE OUTLETS 11.525

Area 57.50975

Slab thickness 170 mm

Conrete density 25 4.99 9.941141

Slab dead load 4.25 7.069167

Imposed load 2 9.941141

Total load on the slab 6.25

Trapezoidal load(DEAD) 9.941141 kN/m wall dead load (220mm) 0 kN/mTriangular load(DEAD) 7.069167 kN/m

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Trapezoidal load (LIVE) 4.678184 kN/mTriangular load (LIVE) 3.326667 kN/m

DEAD LOAD

LARGER BLOCK 10.85

Area 83.762

Slab thickness 170 mm

Conrete density 25 7.72 13.63659

Slab dead load 4.25 10.93667

Imposed load 2 13.63659

Total load on the slab 6.25

Trapezoidal load(DEAD) 13.63659 kN/m wall dead load (220mm) 0 kN/mTriangular load(DEAD) 10.93667 kN/m

Trapezoidal load (LIVE) 6.41722 kN/mTriangular load (LIVE) 5.146667 kN/m

SHIFTS PARADE ROOM 8.115

Area 30

Slab thickness 170 mm 11.19906

Conrete density 25 7.025

Slab dead load 4.25 9.952083 11.19906

Imposed load 2

Total load on the slab 6.25wall dead load (220mm) 0 kN/m

Trapezoidal load (DEAD) 11.19906 kN/mTriangular load (DEAD) 9.952083 kN/m

Trapezoidal load (LIVE) 5.270147 kN/mTriangular load (LIVE) 4.683333 kN/m

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

LIVE LOAD

4.995

3.811185

3.758 3.131667

5.323833 3.131667 3.811185

5.65

4.449149

4.53 3.775

6.4175 3.775 4.449149

LIVE LOAD

11.525

4.678184

4.99 3.326667

7.069167 3.326667 4.678184

Ly

Lx

Ly

Lx

Ly

Lx

LIVE LOAD

10.85

6.41722

7.72 5.146667

10.93667 5.146667 6.41722

8.115

5.270147

9.952083 7.025 4.683333

4.683333 5.270147

Ly

Lx

Ly

Lx

DEAD LOAD

SHIFTS PARADE ROOM 8.115

Area 30

Slab thickness 170 mm 36.47813

Conrete density 25 7.025

Slab dead load 4.25 33.98417 36.47813

Imposed load 2

Total load on the slab 6.25wall dead load (220mm) 14.08 kN/m

Trapezoidal load (DEAD) 25.27906 kN/m wall dead load (270mm) 0 kN/mTriangular load (DEAD) 24.03208 kN/m

Trapezoidal load (LIVE) 5.270147 kN/mTriangular load (LIVE) 4.683333 kN/m

DEAD LOAD

KITCHEN 3.985

Area 8.72715

Slab thickness 170 mm

Conrete density 25 2.19 18.26525

Slab dead load 4.25

Imposed load 3 17.1825 18.26525

Total load on the slab 7.25

Trapezoidal load (DEAD) 18.26525 kN/m wall dead load (220mm) 14.08 kN/mTriangular load (DEAD) 17.1825 kN/m wall dead load (270mm) 0 kN/m

Trapezoidal load (LIVE) 2.954291 kN/mTriangular load (LIVE) 2.19 kN/m

DEAD LOAD

FEMALE TOILETS 4.26

Area 15.2295

Slab thickness 170 mm

Conrete density 25 3.575 19.89348

Slab dead load 4.25 19.14458

Imposed load 2 19.89348

Total load on the slab 6.25

Trapezoidal load (DEAD) 19.89348 kN/m wall dead load (220mm) 14.08 kN/m

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Triangular load (DEAD) 19.14458 kN/m wall dead load (270mm) 0 kN/m

Trapezoidal load (LIVE) 2.735757 kN/mTriangular load (LIVE) 2.383333 kN/m

DEAD LOAD

MALE TOILETS 5.27

Area 18.84025

Slab thickness 170 mm

Conrete density 25 3.575 20.51156

Slab dead load 4.25 19.14458

Imposed load 2 20.51156

Total load on the slab 6.25

Trapezoidal load(DEAD) 20.51156 kN/m wall dead load (220mm) 14.08Triangular load(DEAD) 19.14458 kN/m wall dead load (270mm) 0

Trapezoidal load (LIVE) 3.026615 kN/mTriangular load (LIVE) 2.383333 kN/m

DEAD LOAD

ADMIN TYPIST 5.09

Area 12

Slab thickness 170 mm

Conrete density 25 4.51 21.15573

Slab dead load 4.25 20.46917

Imposed load 2.5 21.15573

Total load on the slab 6.75

Trapezoidal load (DEAD) 21.15573 kN/m wall dead load (220mm) 14.08Triangular load (DEAD) 20.46917 kN/m wall dead load (270mm) 0

Trapezoidal load (LIVE) 4.162192 kN/mTriangular load (LIVE) 3.758333 kN/m

DEAD LOAD

DOCKET ROOM 5.165

Area 9

Slab thickness 170 mm

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Ly

m2

Lx

Conrete density 25 2.84 19.50679

Slab dead load 4.25 18.10333

Imposed load 5 19.50679

Total load on the slab 9.25

Trapezoidal load (DEAD) 19.50679 kN/m wall dead load (220mm) 14.08Triangular load(DEAD) 18.10333 kN/m wall dead load (270mm) 0

Trapezoidal load (LIVE) 6.384461 kN/mTriangular load (LIVE) 4.733333 kN/m

DEAD LOAD

SAP 13 STORE SMALL 5.165

Area 12

Slab thickness 170 mm

Conrete density 25 3.94 20.8285

Slab dead load 4.25 19.66167

Imposed load 5 20.8285

Total load on the slab 9.25

Trapezoidal load(DEAD) 20.8285 kN/m wall dead load (220mm) 14.08Triangular load(DEAD) 19.66167 kN/m wall dead load (270mm) 0

Trapezoidal load (LIVE) 7.939413 kN/mTriangular load (LIVE) 6.566667 kN/m

DEAD LOAD

STATIONARY STORE 4.665

Area 8

Slab thickness 170 mm

Conrete density 25 2.654 19.11128

Slab dead load 4.25 17.83983

Imposed load 5 19.11128

Total load on the slab 9.25

Trapezoidal load(DEAD) 19.11128 kN/m wall dead load (220mm) 14.08Triangular load(DEAD) 17.83983 kN/m wall dead load (270mm) 0

Trapezoidal load (LIVE) 5.919156 kN/mTriangular load (LIVE) 4.423333 kN/m

kN/m3

kN/m2

kN/m2

kN/m2

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

DEAD LOAD

DECK TO FALLS TO FULL BORE OUTLETS 11.525

Area 57.50975

Slab thickness 170 mm

Conrete density 25 4.99 24.02114

Slab dead load 4.25 21.14917

Imposed load 2 24.02114

Total load on the slab 6.25

Trapezoidal load(DEAD) 24.02114 kN/m wall dead load (220mm) 14.08Triangular load(DEAD) 21.14917 kN/m wall dead load (270mm) 0

Trapezoidal load (LIVE) 4.678184 kN/mTriangular load (LIVE) 3.326667 kN/m

DEAD LOAD

STATION COMMISSIONER 5.65

Area 20

Slab thickness 170 mm

Conrete density 25 4.53 21.64355

Slab dead load 4.25 20.4975

Imposed load 2.5 21.64355

Total load on the slab 6.75

Trapezoidal load(DEAD) 21.64355 kN/m wall dead load (220mm) 14.08Triangular load(DEAD) 20.4975 kN/m wall dead load (270mm) 0

Trapezoidal load (LIVE) 4.449149 kN/mTriangular load (LIVE) 3.775 kN/m

DEAD LOAD

SECRETARY 4.995

Area 14

Slab thickness 170 mm

Conrete density 25 3.758 20.55901

Slab dead load 4.25 19.40383

Imposed load 2.5 20.55901

Total load on the slab 6.75

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Trapezoidal load(DEAD) 20.55901 kN/m wall dead load (220mm) 14.08Triangular load(DEAD) 19.40383 kN/m wall dead load (270mm) 0

Trapezoidal load (LIVE) 3.811185 kN/mTriangular load (LIVE) 3.131667 kN/m

DEAD LOAD

SKYLIGHT 5.943

Area 14

Slab thickness 170 mm

Conrete density 25 4.394 21.71585

Slab dead load 4.25 20.30483

Imposed load 2.5 21.71585

Total load on the slab 6.75

Trapezoidal load(DEAD) 21.71585 kN/m wall dead load (220mm) 14.08Triangular load(DEAD) 20.30483 kN/m wall dead load (270mm) 0

Trapezoidal load (LIVE) 4.491677 kN/mTriangular load (LIVE) 3.661667 kN/m

DEAD LOAD

SAP 13 STORE LARGE 8.1

Area 15

Slab thickness 170 mm

Conrete density 25 6.5 24.92762

Slab dead load 4.25 9.208333

Imposed load 5 24.92762

Total load on the slab 9.25

Trapezoidal load(DEAD) 24.92762 kN/m wall dead load (220mm) 14.08Triangular load(DEAD) 9.208333 kN/m wall dead load (270mm) 0

Trapezoidal load (LIVE) 12.7619 kN/mTriangular load (LIVE) 10.83333 kN/m

DEAD LOAD

WALK IN SAFE 8.1

Area 15

Slab thickness 170 mm

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Ly

m2

Lx

Conrete density 25 6.5 24.92762

Slab dead load 4.25 23.28833

Imposed load 5 24.92762

Total load on the slab 9.25

Trapezoidal load(DEAD) 24.92762 kN/m wall dead load (220mm) 14.08Triangular load(DEAD) 23.28833 kN/m wall dead load (270mm) 0

Trapezoidal load (LIVE) 12.7619 kN/mTriangular load (LIVE) 10.83333 kN/m

PASSAGE

Area 15Slab thickness 170 mm

Conrete density 25

Slab dead load 4.25

Imposed load 2

Total load on the slab 6.25

ONE WAY SPANING

kN/m3

kN/m2

kN/m2

kN/m2

m2

kN/m3

kN/m2

kN/m2

kN/m2

LIVE LOAD

8.115

10.54029

33.98417 7.025 9.366667

9.3666667 10.54029

LIVE LOAD

3.985

2.954291

2.19 2.19

17.1825 2.19 2.954291

LIVE LOAD

4.26

2.735757

3.575 2.383333

19.14458 2.3833333 2.735757

Ly

Lx

Ly

Lx

Ly

Lx

LIVE LOAD

5.27

3.026615

3.575 2.383333

19.14458 2.3833333 3.026615

kN/mkN/m

LIVE LOAD

5.09

4.162192

4.51 3.758333

20.46917 3.7583333 4.162192

kN/mkN/m

LIVE LOAD

5.165

6.384461

Ly

Lx

Ly

Lx

Ly

Lx

2.84 4.733333

18.10333 4.7333333 6.384461

kN/mkN/m

LIVE LOAD

5.165

7.939413

3.94 6.566667

19.66167 6.5666667 7.939413

kN/mkN/m

LIVE LOAD

4.665

5.919156

2.654 4.423333

17.83983 4.4233333 5.919156

kN/mkN/m

Ly

Lx

Ly

Lx

LIVE LOAD

11.525

4.678184

4.99 3.326667

21.14917 3.3266667 4.678184

kN/mkN/m

LIVE LOAD

5.65

4.449149

4.53 3.775

20.4975 3.775 4.449149

kN/mkN/m

LIVE LOAD

4.995

3.811185

3.758 3.131667

19.40383 3.1316667 3.811185

Ly

Lx

Ly

Lx

Ly

Lx

kN/mkN/m

LIVE LOAD

5.943

4.491677

4.394 3.661667

20.30483 3.6616667 4.491677

kN/mkN/m

LIVE LOAD

8.1

12.7619

6.5 10.83333

9.208333 10.833333 12.7619

kN/mkN/m

LIVE LOAD

8.1

12.7619

Ly

Lx

Ly

Lx

Ly

Lx

6.5 10.83333

23.28833 10.833333 12.7619

kN/mkN/m

DEAD LOAD

SHIFTS PARADE ROOM 8.115

Area 30

Slab thickness 170 mm 51.43813

Conrete density 25 7.025

Slab dead load 4.25 48.94417 51.43813

Imposed load 2

Total load on the slab 6.25wall dead load (220mm) R 14.08 kN/m

Trapezoidal load (DEAD) 40.23906 kN/m wall dead load (220mm) F 14.96 kN/mTriangular load (DEAD) 38.99208 kN/m

Trapezoidal load (LIVE) 5.270147 kN/mTriangular load (LIVE) 4.683333 kN/m

DEAD LOAD

KITCHEN 3.985

Area 8.72715

Slab thickness 170 mm

Conrete density 25 2.19 33.22525

Slab dead load 4.25

Imposed load 3 32.1425 33.22525

Total load on the slab 7.25

Trapezoidal load (DEAD) 33.22525 kN/m wall dead load (220mm) R 14.08 kN/mTriangular load (DEAD) 32.1425 kN/m wall dead load (220mm) F 14.96 kN/m

Trapezoidal load (LIVE) 2.954291 kN/mTriangular load (LIVE) 2.19 kN/m

DEAD LOAD

FEMALE TOILETS 4.26

Area 15.2295

Slab thickness 170 mm

Conrete density 25 3.575 34.85348

Slab dead load 4.25 34.10458

Imposed load 2 34.85348

Total load on the slab 6.25

Trapezoidal load (DEAD) 34.85348 kN/m wall dead load (220mm) R 14.08 kN/m

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Triangular load (DEAD) 34.10458 kN/m wall dead load (220mm) F 14.96 kN/m

Trapezoidal load (LIVE) 2.735757 kN/mTriangular load (LIVE) 2.383333 kN/m

DEAD LOAD

MALE TOILETS 5.27

Area 18.84025

Slab thickness 170 mm

Conrete density 25 3.575 35.47156

Slab dead load 4.25 34.10458

Imposed load 2 35.47156

Total load on the slab 6.25

Trapezoidal load(DEAD) 35.47156 kN/m wall dead load (220mm)R 14.08Triangular load(DEAD) 34.10458 kN/m wall dead load (220mm) F 14.96

Trapezoidal load (LIVE) 3.026615 kN/mTriangular load (LIVE) 2.383333 kN/m

DEAD LOAD

ADMIN TYPIST 5.09

Area 12

Slab thickness 170 mm

Conrete density 25 4.51 36.11573

Slab dead load 4.25 35.42917

Imposed load 2.5 36.11573

Total load on the slab 6.75

Trapezoidal load (DEAD) 36.11573 kN/m wall dead load (220mm) R 14.08Triangular load (DEAD) 35.42917 kN/m wall dead load (220mm) F 14.96

Trapezoidal load (LIVE) 4.162192 kN/mTriangular load (LIVE) 3.758333 kN/m

DEAD LOAD

DOCKET ROOM 5.165

Area 9

Slab thickness 170 mm

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Ly

m2

Lx

Conrete density 25 2.84 34.46679

Slab dead load 4.25 33.06333

Imposed load 5 34.46679

Total load on the slab 9.25

Trapezoidal load (DEAD) 34.46679 kN/m wall dead load (220mm) R 14.08Triangular load(DEAD) 33.06333 kN/m wall dead load (220mm) F 14.96

Trapezoidal load (LIVE) 6.384461 kN/mTriangular load (LIVE) 4.733333 kN/m

DEAD LOAD

SAP 13 STORE SMALL 5.165

Area 12

Slab thickness 170 mm

Conrete density 25 3.94 20.8285

Slab dead load 4.25 19.66167

Imposed load 5 20.8285

Total load on the slab 9.25

Trapezoidal load(DEAD) 20.8285 kN/m wall dead load (220mm)R 14.08Triangular load(DEAD) 19.66167 kN/m wall dead load (220mm) F 14.96

Trapezoidal load (LIVE) 7.939413 kN/mTriangular load (LIVE) 6.566667 kN/m

DEAD LOAD

STATIONARY STORE 4.665

Area 8

Slab thickness 170 mm

Conrete density 25 2.654 34.07128

Slab dead load 4.25 32.79983

Imposed load 5 34.07128

Total load on the slab 9.25

Trapezoidal load(DEAD) 34.07128 kN/m wall dead load (220mm)R 14.08Triangular load(DEAD) 32.79983 kN/m wall dead load (220mm) F 14.96

Trapezoidal load (LIVE) 5.919156 kN/mTriangular load (LIVE) 4.423333 kN/m

kN/m3

kN/m2

kN/m2

kN/m2

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

DEAD LOAD

DECK TO FALLS TO FULL BORE OUTLETS 11.525

Area 57.50975

Slab thickness 170 mm

Conrete density 25 4.99 24.02114

Slab dead load 4.25 21.14917

Imposed load 2 24.02114

Total load on the slab 6.25

Trapezoidal load(DEAD) 24.02114 kN/m wall dead load (220mm) 14.08Triangular load(DEAD) 21.14917 kN/m wall dead load (220mm) F 14.96

Trapezoidal load (LIVE) 4.678184 kN/mTriangular load (LIVE) 3.326667 kN/m

DEAD LOAD

STATION COMMISSIONER 5.65

Area 20

Slab thickness 170 mm

Conrete density 25 4.53 36.60355

Slab dead load 4.25 35.4575

Imposed load 2.5 36.60355

Total load on the slab 6.75

Trapezoidal load(DEAD) 36.60355 kN/m wall dead load (220mm)R 14.08Triangular load(DEAD) 35.4575 kN/m wall dead load (220mm) F 14.96

Trapezoidal load (LIVE) 4.449149 kN/mTriangular load (LIVE) 3.775 kN/m

DEAD LOAD

SECRETARY 4.995

Area 14

Slab thickness 170 mm

Conrete density 25 3.758 35.51901

Slab dead load 4.25 34.36383

Imposed load 2.5 35.51901

Total load on the slab 6.75

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Trapezoidal load(DEAD) 35.51901 kN/m wall dead load (220mm)R 14.08Triangular load(DEAD) 34.36383 kN/m wall dead load (220mm) F 14.96

Trapezoidal load (LIVE) 3.811185 kN/mTriangular load (LIVE) 3.131667 kN/m

DEAD LOAD

SKYLIGHT 5.943

Area 14

Slab thickness 170 mm

Conrete density 25 4.394 36.67585

Slab dead load 4.25 35.26483

Imposed load 2.5 36.67585

Total load on the slab 6.75

Trapezoidal load(DEAD) 36.67585 kN/m wall dead load (220mm)R 14.08Triangular load(DEAD) 35.26483 kN/m wall dead load (220mm) F 14.96

Trapezoidal load (LIVE) 4.491677 kN/mTriangular load (LIVE) 3.661667 kN/m

DEAD LOAD

SAP 13 STORE LARGE 8.1

Area 15

Slab thickness 170 mm

Conrete density 25 6.5 39.88762

Slab dead load 4.25 38.24833

Imposed load 5 39.88762

Total load on the slab 9.25

Trapezoidal load(DEAD) 39.88762 kN/m wall dead load (220mm)R 14.08Triangular load(DEAD) 38.24833 kN/m wall dead load (220mm) F 14.96

Trapezoidal load (LIVE) 12.7619 kN/mTriangular load (LIVE) 10.83333 kN/m

DEAD LOAD

WALK IN SAFE 8.1

Area 15

Slab thickness 170 mm

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Ly

m2

Lx

kN/m3

kN/m2

kN/m2

kN/m2

Ly

m2

Lx

Conrete density 25 6.5 39.88762

Slab dead load 4.25 38.24833

Imposed load 5 39.88762

Total load on the slab 9.25

Trapezoidal load(DEAD) 39.88762 kN/m wall dead load (220mm)R 14.08Triangular load(DEAD) 38.24833 kN/m wall dead load (220mm) F 14.96

Trapezoidal load (LIVE) 12.7619 kN/mTriangular load (LIVE) 10.83333 kN/m

PASSAGE

Area 15Slab thickness 170 mm

Conrete density 25

Slab dead load 4.25

Imposed load 2

Total load on the slab 6.25

ONE WAY SPANING

kN/m3

kN/m2

kN/m2

kN/m2

m2

kN/m3

kN/m2

kN/m2

kN/m2

LIVE LOAD

8.115

10.54029

48.94417 7.025 9.366667

9.3666667 10.54029

LIVE LOAD

3.985

2.954291

2.19 2.19

32.1425 2.19 2.954291

LIVE LOAD

4.26

2.735757

3.575 2.383333

34.10458 2.3833333 2.735757

Ly

Lx

Ly

Lx

Ly

Lx

LIVE LOAD

5.27

3.026615

3.575 2.383333

34.10458 2.3833333 3.026615

kN/mkN/m

LIVE LOAD

5.09

4.162192

4.51 3.758333

35.42917 3.7583333 4.162192

kN/mkN/m

LIVE LOAD

5.165

6.384461

Ly

Lx

Ly

Lx

Ly

Lx

2.84 4.733333

33.06333 4.7333333 6.384461

kN/mkN/m

LIVE LOAD

5.165

7.939413

3.94 6.566667

19.66167 6.5666667 7.939413

kN/mkN/m

LIVE LOAD

4.665

5.919156

2.654 4.423333

32.79983 4.4233333 5.919156

kN/mkN/m

Ly

Lx

Ly

Lx

LIVE LOAD

11.525

4.678184

4.99 3.326667

21.14917 3.3266667 4.678184

kN/mkN/m

LIVE LOAD

5.65

4.449149

4.53 3.775

35.4575 3.775 4.449149

kN/mkN/m

LIVE LOAD

4.995

3.811185

3.758 3.131667

34.36383 3.1316667 3.811185

Ly

Lx

Ly

Lx

Ly

Lx

kN/mkN/m

LIVE LOAD

5.943

4.491677

4.394 3.661667

35.26483 3.6616667 4.491677

kN/mkN/m

LIVE LOAD

8.1

12.7619

6.5 10.83333

38.24833 10.833333 12.7619

kN/mkN/m

LIVE LOAD

8.1

12.7619

Ly

Lx

Ly

Lx

Ly

Lx

6.5 10.83333

38.24833 10.833333 12.7619

kN/mkN/m

ASSUMPTION Assume the slab is simply supported and spanning in one directionassume a 50 year design life and a requirement for 1hour resistance to fire

DESIGN PARAMETERSParameter UnitsSlab thicknes 170 mmScread 0 mm

Variable load 3

30 MpaCover 40 mmb 1000 mm

450 Mpa

Concrete density 24

ACTIONpermanent:

Self-weight 4.08

Scread 0

Total 4.08

Variable:

live load 3

Total 3

LOAD COMBINATION AND ARRANGEMENT

(1.2x DL)+(1.6xLL)x1.3 12.6048

ANALYSIS12.6048 kN/m

1.1 m

M Design moment 1.906476 kNmV Shear force wL/2 6.93264 kN

FLEXURAL DESIGN

d Effective depth 125 mm

kN/m2

Fcu cubic strength

Fy high tensile characteristics strength

kN/m3

kN/m2

kN/m2

kN/m2

kN/m2

kN/m2

Ultimate load n: kN/m2

wL2/8

K' 0.156

K = 0.004067 < K' ok!z/d 0.95z =0.95Xd 118.75 mm

41.00775

Min.As 22136.87747<221 therefore provide mimimum reinforcement

Maximum spacing = 3d 375 mm

Adopt As 262

SHEAR

By inspection,okHowever, if consider critical sectionShear force 6.93264 kN

V 0.055461

0.20960.75/1.4 0.535714

1.062659

0.594015

1.337481

Vc 0.452284

DEFLECTION

Check span-to effective depth ratio 16Service load = (1.1DL + 1.0LL)x1.3 9.7344 kN/m

391.5service load/ultimate load 0.772277

0.843511

1

255.0328

0.122014Modification factor 2.359883Allowable span/d ratio 37.75813Actual span/d ratio 8.8

Actual< Allowable therefore ok!

M/bd2fcu

As = M/0.87fyZ mm2/m

mm2/m

Y10@ 300 mm2/m

N/mm2

100As/bd

(fcu/25)1/3

(100As/bd)1/3

(400/d)1/4

N/mm2

V<Vc therefore shear ok!

0.87Fy

As req/As prov

1/βb

Fs N/mm2

M/bd2

REFERENCE

Table 1 (SANS 10160-2:2011)

SABS 0100SABS 0100SABS 0100

SABS 0100

Appendix B (SABS 0160)

REFERENCE

REFERENCESANS

4.3.1.2

REFERENCE

REFERENCESANS4.3.3.4.1

LA curve

4.3.3.4

4.11.4

4.11.8.2.2

REFERENCESANS

4.4.5.1

REFERENCESANSTable 10

ASSUMPTION Assume the beam is simply supported assume a 50 year design life and a requirement for 1hour resistance to fire

DESIGN PARAMETERSParameter UnitsDepth 800 mmBreath 250 mmSlab thicknes 170 mmScread 0 mm

Variable load 3

30 MpaCover 40 mmb 250 mm

450 Mpa

Concrete density 24

ACTIONpermanent:Self-weight (slab) 2.244Self-weight (Beam) 4.8 kN/mTotal 7.044 kN/m

Variable:live load 1.65Total 1.65 kN/m

LOAD COMBINATION AND ARRANGEMENT

(1.2x DL)+(1.6xLL) 11.0928 kN/m

ANALYSIS11.0928 kN/m

12.652 m

M Design moment 221.9574 kNmV Shear force wL/2 70.17305 kN

FLEXURAL DESIGN

kN/m2

Fcu cubic strength

Fy high tensile characteristics strength

kN/m3

kN/m

kN/m

Ultimate load n:

wL2/8

d Effective depth 740 mmK' 0.156

K = 0.054044 < K' ok!z/d 0.94z =0.95Xd 695.6 mm

815.0387

Min.As 260

Max. As 8000

Try 3Y20 As 942Spacing

SHEAR

By inspection,okHowever, if consider critical sectionShear force 70.17305 kN

4.107919 < 4.75 ok!

V 0.379314

0.5091890.75/1.4 0.535714

1.062659

0.798533

0.857447

Vc 0.389787

DEFLECTION

Check span-to effective depth ratio 16Service load = (1.1DL + 1.0LL) 9.3984 kN/m

391.5service load/ultimate load 0.847252

0.865222

1

286.9933

1.62131Modification factor 1.178002Allowable span/d ratio 18.84804

M/bd2fcu

As = M/0.87fyZ mm2

mm2

mm2

mm2

Vmax

N/mm2< 4.107919 ok!

100As/bd

(fcu/25)1/3

(100As/bd)1/3

(400/d)1/4

V<Vc therefore shear ok! N/mm2

0.87Fy

As req/As prov

1/βb

Fs N/mm2

M/bd2

Actual span/d ratio 17.0973Actual< Allowable therefore ok!

REFERENCE

Table 1 (SANS 10160-2:2011)

SABS 0100SABS 0100SABS 0100

SABS 0100

Appendix B (SABS 0160)

REFERENCE

REFERENCESANS4.3.1.2

REFERENCE

REFERENCESANS

4.3.3.4.1

LA curve

4.3.3.4

4.11.4

4.11.5.1

REFERENCESANS

4.4.5.1

REFERENCESANSTable 10

N/mm2< 4.107919 ok!