Page 1
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
Page 2
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
Page 3
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
Page 4
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
Page 5
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
Page 6
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
Page 7
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
Page 8
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
Page 9
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
Page 10
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
Page 11
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
Page 12
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
Page 13
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
Page 14
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
Page 15
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
Page 16
6.5 10.83333
23.28833 10.833333 12.7619
kN/mkN/m
Page 17
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
Page 18
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
Page 19
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
Page 20
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
Page 21
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
Page 22
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
Page 23
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
Page 24
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
Page 25
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
Page 26
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
Page 27
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
Page 28
6.5 10.83333
38.24833 10.833333 12.7619
kN/mkN/m
Page 29
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
Page 30
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
Page 31
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
Page 32
LA curve
4.3.3.4
4.11.4
4.11.8.2.2
REFERENCESANS
4.4.5.1
REFERENCESANSTable 10
Page 33
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
Page 34
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
Page 35
Actual span/d ratio 17.0973Actual< Allowable therefore ok!
Page 36
REFERENCE
Table 1 (SANS 10160-2:2011)
SABS 0100SABS 0100SABS 0100
SABS 0100
Appendix B (SABS 0160)
REFERENCE
REFERENCESANS4.3.1.2
REFERENCE
REFERENCESANS
Page 37
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!