Beams: 0.40 x 0.

500 (2nd and 3rd Floor)

0.35x 0.40 (Roof deck)
0.25x 0.30 (Roof)

Columns: 0.40 x 0.40

Slab (t):
Use t = 0.14 m

DEAD LOADS

ROOF:

Slab: 3.304

ROOD DECK:

Ceiling:
Gypsum Board(10mm) 0.08
Mechanical Duct Allowance 0.2
Electrical Fixtures 0.18

Slab: 3.304
Total: 3.764

Parapet: CHB (150mm) 2.68

Wall: CHB(150mm) 2.68
Water Tank: 5.7225
TYPICAL FLOORS: 2nd and 3rd Floor

Ceiling:
Gypsum Board(10mm) 0.08
Mechanical Duct Allowance 0.2
Electrical/Mecahnical Fixtures 0.18
 Slab: 3.304
Slab Finishes:
Ceramic Tile 1.1

Total: 4.864
Partitions:
CHB (150mm) 2.68
CHB (100mm) 2.61
Glass(12mm) 0.681
Partition load: 1
Railings: 0.5

Others: Water Tank

Total People: 250 pax

Daily Water requireme 135 L/capita/day
Volume water needed: 33750 Liters
33.75 cu.m
Water Tank Type: SRP- 4000
Capacity: 17500 L
17.5 cu.m
Quantity: 2 tanks
Total Weight/tank: 171.675 KN

Elevator load
735.75 N/m^2
1.4715 KN/m^2
 LIVE LOADS EARTHQUAKE LOADS
Unit
ROOF: 1 kpa ROOF:
Unit ROOF DECK: 1 kpa
3rd Floor:
kpa Offices 2.4 kpa
2nd Floor:
Stores (Retail) 4.8 kpa

kpa
kpa
kpa
kpa

kpa

kpa
kpa
kpa
ROOF DECK:

kpa
kpa
kpa

kpa

kpa

kpa
kpa
kpa
kpa
kpa

3rd FLOOR:
2nd FLOOR:
 EARTHQUAKE LOADS

Unit Earthquake Load at each Floor Level

Area: 99.9 m^2
Volume of Beams:
V1 1.8 W3 4475.822
V2 1.8 W2 6495.312
V3 0.375 W1 6619.222
V4 0.37625 W 17590.36
V(total) 4.35125 m^3

Weight of Beams:
102.6895 KN Seismic Parameters:
Slab
3.304 KN Zone IV
Partitions: Soil Profile Type: Sd
197.784 KN Nv= 1
Cv= 0.64*Nv 0.64
Volume of Columns: R 3.5
V 2.304 m^3 Iw 1
Ct 0.0731
Weight of Columns Na 1
54.3744 KN Ca 0.44
Total W roof: 358.1519 KN T=Ct*(hn)^0.75 0.471
Z 0.4

Seismic Design Base Shear:

OOF DECK: V= [Cv(I)/RT] W
Area: 491.8 m^2
Roof Weight: Limits of Seismic Design Base Shear V:
358.1519 KN
Volume of Beams: V<=2.5 Ca I (W)/R
V1 21 m^3
V2 15.12 m^3 V>= 0.11Ca I W
 V3 3.5 m^3
V4 5.07 m^3 V>= 0.8 Z NvIW/ R
V(total) 44.69 m^3

Weight of Beams: Level Height

1054.684 KN 3 9.2
Slab &Ceiling: 2 6.2
1851.135 KN 1 3.2
Partitions: Total
CHB (150mm)
53.6 KN Summary:
192.96 KN Level No.of columns (x)
67 KN 3 38
170.314 KN 2 48
CHB (100mm) 110.925 KN 1 48
Glass(12mm) 115.77 KN
Partition: 60 KN

Volume of Columns:
V1 4.224 m^3
V2 7.2 m^3
V(total) 11.424 m^3

Weight of Columns
269.6064 KN
Others:Water Tank 171.675 KN

Total W roof deck: 4475.822

Area: 677.7
Volume of Beams:
V1 38 m^3
V2 6 m^3
V3 21.6 m^3
V5 5 m^3
V6 7.6 m^3
V(total) 78.2 m^3

Weight of Beams:
1845.52 KN
Slab,Finishes,Ceiling:
3296.333 KN
Partitions:
 CHB (150mm)
234.5 KN
CHB (100mm) 221.85 KN
Glass(12mm) 231.54 KN
Partition: 120 KN
Railings 58.465 KN

Volume of Columns:
V1 18.24 m^3
V2 2.4 m^3
V(total) 20.64 m^3

Weight of Columns
487.104 KN

Total W 3rd Floor: 6495.312

Area: 677.7
Volume of Beams:
V1 38 m^3
V2 6 m^3
V3 24 m^3
V5 5 m^3
V6 7.6 m^3
V(total) 80.6 m^3

Weight of Beams:
1902.16 KN
Slab,Finishes,Ceiling:
3296.333 KN
Partitions:
CHB (150mm)
234.5 KN
CHB (100mm) 221.85 KN
Glass(12mm) 231.54 KN
Partition: 120 KN
Railings: 69.095 KN
Volume of Columns:
V 23.04 m^3
Weight of Columns
543.744 KN

Total W 3rd Floor: 6619.222

 WIND LOADS

at each Floor Level

Unit
KN
KN
KN
KN

se Shear:
6829.134

Design Base Shear V:

5528.397 KN (Use as V)

851.3732
 1608.261

Weight WiHi Cvx Force

4475.822 41177.56 0.401223 2218.122
6495.312 40270.93 0.392389 2169.285
6619.222 21181.51 0.206387 1140.99
102630 5528.397

No.of columns (x) No. of columns (z) Force F(x)/column F(z)/column

38 38 2218.122 58.371641223 58.371641223
48 48 2169.285 45.193437039 45.193437039
48 48 1140.99 23.770624433 23.770624433
WIND LOADS
Slab (t):
Use t = 0.12 m

DEAD LOADS

Roof:
Unit

Slab: 23.6 KN/m^3 x 0.120m= 2.832 kpa

Roof Deck:

Ceiling:
Gypsum Board(10mm) 0.08 kpa
Mechanical Duct Allowance 0.2 kpa
Electrical and Plumbing Allowance 0.18 kpa
kpa

Slab: 23.6 KN/m^3 x 0.120m= 2.832 kpa

Total: 3.292 kpa

Parapet: CHB (100mm) 2.13+(2*0.24) = 2.61 kpa

Wall: CHB(100mm) 2.13+(2*0.24) = 2.61 kpa

Water Tank:
Total People to serve: 250 pax
Daily Water requirements/pax: 135 Lpcd
Volume water needed: 250 x 135 = 33750 Liters
33.75 cu.m
Water Tank Type: SRP- 4000
Capacity: 17500 L
17.5 cu.m
Quantity: 2 tanks
Total Wei17.5 m^3 x 9.81 KN/m^3 171.675 KN

Dead load171.675 /(5)(6) = 5.7225 kpa

Typical Floors: 2nd and 3rd Floor

Ceiling:
Gypsum Board(10mm) 0.08 kpa
Mechanical Duct Allowance 0.2 kpa
Electrical and Plumbing Allowance 0.18 kpa
 Slab: 23.6 KN/m^3 x 0.120m= 2.832 kpa
Slab Finishes:
Ceramic Tile 1.1 kpa

Total: 4.392 kpa

Partitions:

CHB (100mm) 2.61 kpa

Glass(12 25.1 KN/m^3 x 0.012 m= 0.3012 kpa

Frame walls 0.38 kpa
0.3012 kpa + 0.38 kpa = 0.6812 kpa
Partition load: 1 kpa
Railings: 0.5 kpa

LIVE LOADS
1 kpa
Roof: 1 kpa
Roof Deck:
3rd Floor: 2.4 kpa
Offices
2nd Floor: 4.8 kpa
Stores (Retail)

For 8 capacity Elevator:

2943 N/m^2
For elevator =(8 persons x 75 kg x 9.81 m/s^2)/ 2mx2m 5.886 Kpa
Seismic Parameters:
**(NSCP 2015 References)

Z 0.4 (Table 208-3)

Soil Profile Type: Sd
Nv= 1 (Table 208-6)
Cv= 0.64*Nv 0.64 (Table 208-8)
R 3.5 (Table 208-11A)
Iw 1 (Table 208-1)
Ct 0.0731 (Section 208.5.2.2)
Na 1 (Table 208-7)
Ca 0.44 (Table 208-6)

Height of the building:

hn = 12.8

Natural period of the building:

T=Ct*(hn)^0.75 0.471

Seismic Dead Load at each floor level:

With reference to Appendix (), the Dead Loads for corresponding floor levels:

2nd FLOOR: Level 1

Area: 677.7
Volume of Beams:
V1 0.4mx0.5mx5mx38=
V2 0.4m x0.5mx6mx4=
V3 0.4mmx0.5mx6mx20=
V5 0.4mx0.5mx2.5mx10
V6 0.4mx0.5mx2.15mx10=
V7 0.4mx0.5mx6mx2
V8 0.5mx0.5mx6m
V(total)
m
Weight of Beams:
23.6 x 76.1
Slab,Finishes,Ceiling:
4.864 kpa x 677.7 m^2
Partitions:
 CHB (150mm)
2.68kpa x2.5mx35=
CHB (100mm) 2.61 kpax2.5mx 34m
Glass(12mm) 0.681kpa x2.5mx136m
Partition: 1*2.5*48
Railings: 0.5kpax1.3mx106.3m
Volume of Columns:
V 0.4x0.4mx48*3m
Weight of Columns

Total W 2nd Floor:

3rd FLOOR: Level 2

Area: 677.7
Volume of Beams:
V1 0.4mx0.5mx5mx38=
V2 0.4m x0.5mx6mx4=
V3 0.4mmx0.5mx6mx20=
V5 0.4mx0.5mx2.5mx10
V6 0.4mx0.5mx2.15mx10=
V7 0.4mx0.5mx6mx2
V8 0.5mx0.5mx6m
V(total)
m
Weight of Beams:
23.6 x 76.1
Slab,Finishes,Ceiling:
4.864 kpa x 677.7 m^2
Partitions:
CHB (150mm)
2.68kpa x2.5mx35=
CHB (100mm) 2.61 kpax2.5mx 34m
Glass(12mm) 0.681kpa x2.5mx136m
Partition: 1*2.5*48
Railings: 0.5kpax1.3mx106.3m
Volume of Columns:
V 0.4x0.4mx38*3m
0.4x0.4mx10*1.5m

Weight of Columns
23.6x20.64
 Total W 2nd Floor:

ROOF DECK:
ROOF WEIGHT:
Area:
Volume of Beams:
V1 0.3mx0.2mx6mx4
V2 0.3mx0.2mx6mx5
V3 0.3m x0.25mx2.5m x2
V4 0.35mx0.25mx2.15x2
V(total)

Weight of Beams:

Slab
23.6 X 0.14
Partitions:
2.68kpa x 1.8 x 41

Volume of Columns:
V

Weight of Columns

Total W roof:

Area:
Volume of Beams:
V1 0.35mx0.4mx5mx30
V2 0.35mx0.4mz6mx18
V3 0.35mx0.4mx2.5mx10
V4 0.35mx0.4mx6mx4
V5 0.5mx0.5mx6
V(total)

Weight of Beams:

Slab &Ceiling:
3.764 x 491.8
Partitions:
CHB (150mm)
2.68kpax2mx10m=
2.68kpa x0.75m x96m=
 2.68kpa x1.25mx20m=

CHB (100mm) 2.61kpax1.55m8x41m=

Glass(12mm) 0.681kpax1.25mx136m=
Partition: 1kpax1.25mx48m =

Volume of Columns:
V1 0.4mx0.4mx3.3mx8
V2 0.4mx0.4mx1.5mx3
V(total)

Weight of Columns

Others:Water Tank 5.723 kpa x 5m x 6m x2=

Total W roof deck:

 Earthquake Load at each Floor Level
38 m^3
4.8 m^3 Unit
24 m^3 W3 4470.8805 KN
5 m^3 W2 6456.3818 KN
4.3 m^3 W1 6513.0218 KN
2.4 m^4 W 17440.284 KN
1.5 m^5
76.1 m^3

Seismic Design Base Shear:

1795.96 KN V= [Cv(I)/RT] W 6770.872

3296.333 KN Limits of Seismic Design Base Shear V:

 V<=2.5 Ca I (W)/R 5481.232 KN (Use as V)
234.5 KN
221.85 KN V>= 0.11Ca I W 844.1098
231.54 KN
120 KN V>= 0.8 Z NvIW/ R 1594.54
69.095 KN

23.04 m^3
Level Height Weight WiHi Cvx Force
543.744 KN 3 9.2 4470.881 41132.1 0.403243 2210.267
2 6.2 6456.382 40029.57 0.392434 2151.021
6513.022 1 3.2 6513.022 20841.67 0.204323 1119.944
Total 102003 5481.232

Summary:
Level No.of columns (x) No. of columns (z) Force
38 m^3 3 38 38 2210.267
4.8 m^3 2 48 48 2151.021
24 m^3 1 48 48 1119.944
5 m^3
4.3 m^3
2.4 m^4
1.5 m^5
76.1 m^3

1795.96 KN

3296.333 KN

234.5 KN
221.85 KN
231.54 KN
120 KN
69.095 KN

18.24 m^3
2.4 m^4
20.64

487.104 KN
6456.382

99.9 m^2

1.8
1.8
0.375
0.37625
4.35125 m^3

102.6895 KN

3.304 KN

197.784 KN

2.304 m^3

54.3744 KN
358.1519 KN

491.8 m^2

21 m^3
15.12 m^3
3.5 m^3
3.36 m^3
1.5 m^4
44.48 m^3

1049.728 KN

1851.135 KN

53.6 KN
192.96 KN
 67 KN
170.314 KN
110.925 KN
115.77 KN
60 KN

4.224 m^3
7.2 m^3
11.424 m^3

269.6064 KN
171.69 KN

4470.881 KN
F(x)/colu F(z)/column
58.16492 58.16492
44.81294 44.81294
23.33217 23.33217
Seismic Parameters:
**(NSCP 2015 References)

Z 0.4 (Table 208-3)

Soil Profile Type: Sd
Nv= 1 (Table 208-6)
Cv= 0.64* 0.64 (Table 208-8)
R 3.5 (Table 208-11A)
Iw 1 (Table 208-1)
Ct 0.0731 (Section 208.5.2.2)
Na 1 (Table 208-7)
Ca 0.44 (Table 208-6)

Height of the building:

hn = 12.8

Natural period of the building:

T=Ct*(hn) 0.471

Seismic Dead Load at each floor level:

With reference to Appendix (), the Dead Loads for corresponding floor levels:

2nd FLOOR: Level 1

Area: 677.7
Slab,Finishes,Ceiling:
4.864 kpa x 677.7 m^2 3296.333
Partitions:
CHB (150mm)
2.68kpa x2.5mx35= 234.5
CHB (100mm) 2.61 kpax2.5mx 34m 221.85
Glass(12mm) 0.681kpa x2.5mx136m 231.54
Partition: 1*2.5*48 120
Railings: 0.5kpax1.3mx106.3m 69.095

Total W 2nd Floor: 4173.318

3rd FLOOR: Level 2

Area: 677.7
 Slab,Finishes,Ceiling:
4.864 kpa x 677.7 m^2 3296.333
Partitions:
CHB (150mm)
2.68kpa x2.5mx35= 234.5
CHB (100mm) 2.61 kpax2.5mx 34m 221.85
Glass(12mm) 0.681kpa x2.5mx136m 231.54
Partition: 1*2.5*48 120
Railings: 0.5kpax1.3mx106.3m 69.095

Total W 2nd Floor: 4173.318

ROOF DECK: level 3

ROOF WEIGHT:
Area: 99.9
Slab
23.6 X 0.14 3.304
Partitions: 2.68kpa x 1.8 x 41 197.784
201.088

Area: 491.8
Slab &Ceiling:
3.764 x 491.8 1851.135
Partitions:
CHB (150mm)
2.68kpax2mx10m= 53.6
2.68kpa x0.75m x96m= 192.96
2.68kpa x1.25mx20m= 67
170.314
CHB (100mm) 2.61kpax1.55m8x41m= 110.925
Glass(12mm) 0.681kpax1.25mx136m= 115.77
Partition: 1kpax1.25mx48m = 60

Others:Water Tank 5.723 kpa x 5m x 6m x2= 343.38

Total W roof deck: 2965.084

 Earthquake Load at each Floor Level
KN
Unit
W3 2965.084 KN
KN W2 4173.318 KN
KN W1 4173.318 KN
KN W 11311.72 KN
KN
KN

Seismic Design Base Shear:

V= [Cv(I)/RT] W 4391.568

Limits of Seismic Design Base Shear V:

 V<=2.5 Ca I (W)/R 3555.112 KN (Use as V)
KN
V>= 0.11Ca I W 547.4872

KN V>= 0.8 Z NvIW/ R 1034.214

KN
KN
KN
KN Level Height Weight WiHi Cvx Force
3 9.2 2965.084 27278.77 0.410158 1458.158
2 6.2 4173.318 25874.57 0.389045 1383.097
1 3.2 4173.318 13354.62 0.200797 713.8568
Total 66508 3555.112

m^2 Summary:
Level No.of columns (x) No. of columns (z) Force F(x)/column
KN 3 38 38 1458.158 38.3725713
KN 2 48 48 1383.097 28.8145306
KN 1 48 48 713.8568 14.8720158

m^2

KN

KN
KN
KN
KN
KN
KN
KN

KN

KN
F(z)/column
38.3725713
28.8145306
14.8720158