Seismic Load Calculation
7
S. No. Items Quantity Unit S. No. 1 Slab Thickness (including Plaster) 0.150 m 2 Beam width 0.300 m 3 Beam Depth ( without slab) 0.425 m 4 Column Length 0.550 m 5 Column Breadth 0.550 m 6 Column Length 0.600 m 7 Column Breadth 0.600 m 6 Column Height ( Basement) 3.600 m 7 Column Height( Ground Floor & First Floor, SF) 3.300 m 8 B/ Wall Thickness (including Plaster) 0.263 m 9 B/ Wall Height ( Basement & Top Floor 3.025 m 10 B/ Wall Height ( Ground Floor & First Floor) 2.725 m 11 B/Wall Density 19.000 KN/m3 12 RCC Density 25.000 KN/m3 13 Floor Finish Load 1.680 KN/m2 14 Partition Load 1.200 KN/m3 15 Parapet Wall Height 1.050 m 16 Parapet Wall Width (Including Plaster) 0.138 m 17 Live Load 2.500 KN/m2 18 B/ Wall Thickness (including Plaster) 0.1375 m S. No. Items Quantity Unit S. No. 1 Slab Thickness (including Plaster) 0.150 m 2 Beam width 0.300 m 3 Beam Depth ( without slab) 0.425 m 4 Column Length 0.550 m 5 Column Breadth 0.550 m 6 Column Length 0.600 m 7 Column Breadth 0.600 m 6 Column Height ( Basement) 3.600 m 7 Column Height( Ground Floor & First Floor, SF) 3.300 m 8 B/ Wall Thickness (including Plaster) 0.263 m 9 B/ Wall Height ( Basement & Top Floor 3.025 m 10 B/ Wall Height ( Ground Floor & First Floor) 2.725 m 11 B/Wall Density 19.000 KN/m3 12 RCC Density 25.000 KN/m3 13 Floor Finish Load 1.680 KN/m2 14 Partition Load 1.200 KN/m3 B. Ground Floor LOAD CALCULATION A. Basement A. Description A. Description
-
Upload
suraj-ojha -
Category
Documents
-
view
27 -
download
0
description
load calculation
Transcript of Seismic Load Calculation
S. No. Items Quantity Unit S. No.
1 Slab Thickness (including Plaster) 0.150 m
2 Beam width 0.300 m
3 Beam Depth ( without slab) 0.425 m
4 Column Length 0.550 m
5 Column Breadth 0.550 m
6 Column Length 0.600 m
7 Column Breadth 0.600 m
6 Column Height ( Basement) 3.600 m
7 Column Height( Ground Floor & First Floor, SF) 3.300 m
8 B/ Wall Thickness (including Plaster) 0.263 m
9 B/ Wall Height ( Basement & Top Floor 3.025 m
10 B/ Wall Height ( Ground Floor & First Floor) 2.725 m
11 B/Wall Density 19.000 KN/m3
12 RCC Density 25.000 KN/m3
13 Floor Finish Load 1.680 KN/m2
14 Partition Load 1.200 KN/m3
15 Parapet Wall Height 1.050 m
16 Parapet Wall Width (Including Plaster) 0.138 m
17 Live Load 2.500 KN/m2
18 B/ Wall Thickness (including Plaster) 0.1375 m
S. No. Items Quantity Unit S. No.
1 Slab Thickness (including Plaster) 0.150 m
2 Beam width 0.300 m
3 Beam Depth ( without slab) 0.425 m
4 Column Length 0.550 m
5 Column Breadth 0.550 m
6 Column Length 0.600 m
7 Column Breadth 0.600 m
6 Column Height ( Basement) 3.600 m
7 Column Height( Ground Floor & First Floor, SF) 3.300 m
8 B/ Wall Thickness (including Plaster) 0.263 m
9 B/ Wall Height ( Basement & Top Floor 3.025 m
10 B/ Wall Height ( Ground Floor & First Floor) 2.725 m
11 B/Wall Density 19.000 KN/m3
12 RCC Density 25.000 KN/m3
13 Floor Finish Load 1.680 KN/m2
14 Partition Load 1.200 KN/m3
B. Ground Floor
LOAD CALCULATION
A. Basement
A. Description B. Load Calculation
A. Description B. Load Calculation
15 Parapet Wall Height 1.050 m
16 Parapet Wall Width (Including Plaster) 0.1375 m
17 Live Load 2.5 KN/m2
18 B/ Wall Thickness (including Plaster) 0.1375 m
S. No. Items Quantity Unit S. No.
1 Slab Thickness (including Plaster) 0.150 m
2 Beam width 0.300 m
3 Beam Depth ( without slab) 0.425 m
4 Column Length 0.550 m
5 Column Breadth 0.550 m
6 Column Length 0.600 m
7 Column Breadth 0.600 m
6 Column Height ( Basement) 3.600 m
7 Column Height( Ground Floor & First Floor, SF) 3.300 m
8 B/ Wall Thickness (including Plaster) 0.263 m
9 B/ Wall Height ( Basement & Top Floor 3.025 m
10 B/ Wall Height ( Ground Floor & First Floor) 2.725 m
11 B/Wall Density 19.000 KN/m3
12 RCC Density 25.000 KN/m3
13 Floor Finish Load 1.680 KN/m2
14 Partition Load 1.200 KN/m3
15 Parapet Wall Height 1.050 m
16 Parapet Wall Width (Including Plaster) 0.1375 m
17 Live Load 2.5 KN/m2
18 B/ Wall Thickness (including Plaster) 0.1375 m
S. No. Items Quantity Unit S. No.
1 Slab Thickness (including Plaster) 0.150 m
2 Beam width 0.300 m
3 Beam Depth ( without slab) 0.425 m
4 Column Length 0.550 m
5 Column Breadth 0.550 m
6 Column Length 0.600 m
7 Column Breadth 0.600 m
6 Column Height ( Basement) 3.600 m
7 Column Height( Ground Floor & First Floor, SF) 3.300 m
8 B/ Wall Thickness (including Plaster) 0.263 m
9 B/ Wall Height ( Basement & Top Floor 3.025 m
10 B/ Wall Height ( Ground Floor & First Floor) 2.725 m
11 B/Wall Density 19.000 KN/m3
12 RCC Density 25.000 KN/m3
13 Floor Finish Load 1.680 KN/m2
14 Partition Load 1.200 KN/m3
C. First Floor
A. Description B. Load Calculation
D. Second Floor
A. Description B. Load Calculation
15 Parapet Wall Height 1.050 m
16 Parapet Wall Width (Including Plaster) 0.1375 m
17 Live Load 2.5 KN/m2
18 B/ Wall Thickness (including Plaster) 0.1375 m
S. No. Items Quantity Unit S. No.
1 Slab Thickness (including Plaster) 0.150 m
2 Beam width 0.300 m
3 Beam Depth ( without slab) 0.425 m
4 Column Length 0.550 m
5 Column Breadth 0.550 m
6 Column Length 0.600 m
7 Column Breadth 0.600 m
6 Column Height ( Basement) 3.600 m
7 Column Height( Ground Floor & First Floor, SF) 3.300 m
8 B/ Wall Thickness (including Plaster) 0.263 m
9 B/ Wall Height ( Basement & Top Floor 3.025 m
10 B/ Wall Height ( Ground Floor & First Floor) 2.725 m
11 B/Wall Density 19.000 KN/m3
12 RCC Density 25.000 KN/m3
13 Floor Finish Load 1.680 KN/m2
14 Partition Load 1.200 KN/m3
15 Parapet Wall Height 1.050 m
16 Parapet Wall Width (Including Plaster) 0.1375 m
17 Live Load 2.5 KN/m2
18 B/ Wall Thickness (including Plaster) 0.1375 m
S.
No.
1
2
3
4
5
Total Weight of Building =
Floors
D. Top Floor
A. Description B. Load Calculation
Basement
Ground Floor
First Floor
Second Floor
Top Floor
Load Input Datas Units Load Rmk
Floor Slab 79.5 Sqm 298.125
Beam 46.050 Rm 146.784
Column 9 Nos 245.025
B/Wall 50.000 Rm 754.359
Floor Finish Load 79.5 Sqm 133.560
Partition Load 79.5 Sqm 95.400
Parapet Wall Load 0 Rm 0.000
25% Live Load 79.5 Sqm 49.688
Total Basement Floor Load = 1722.941 KN
Load Input Datas Units Load Rmk
Floor Slab 669.28 Sqm 2509.800
Beam 247.700 Rm 789.544
Column 29 Nos 723.731
4 Nos 118.800
B/Wall 250.000 Rm 3771.797
Floor Finish Load 669.28 Sqm 1124.390
Partition Load 669.28 Sqm 803.136
Parapet Wall Load 0 Rm 0.000
25% Live Load 669.28 Sqm 418.300
Total Ground Floor Load = 10259.498 KN
2.725
B. Ground Floor
A. Basement
B. Load Calculation
B. Load Calculation
0.115
0.1375
Load Input Datas Units Load Rmk
Floor Slab 669.28 Sqm 2509.800
Beam 281.150 Rm 896.166
Column 29 Nos 723.731
4 Nos 118.800
B/Wall 250.000 Rm 3771.797
Floor Finish Load 669.28 Sqm 1124.390
Partition Load 669.28 Sqm 803.136
Parapet Wall Load 0 Rm 0.000
25% Live Load 669.28 Sqm 418.300
Total First Floor Load = 10366.120 KN
Load Input Datas Units Load Rmk
Floor Slab 383.27 Sqm 1437.263
Beam 153.550 Rm 489.441
Column 16 Nos 399.300
4 Nos 118.800
B/Wall 150.000 Rm 2263.078
Floor Finish Load 383.27 Sqm 643.894
Partition Load 383.27 Sqm 459.924
Parapet Wall Load 0 Rm 0.000
25% Live Load 383.27 Sqm 239.544
Total Second Floor Load = 6051.243 KN
C. First Floor
B. Load Calculation
D. Second Floor
B. Load Calculation
Load Input Datas Units Load Rmk
Floor Slab 57.1 Sqm 214.125
Beam 31.650 Rm 100.884
Column 6 Nos 149.738
0 Nos 0.000
B/Wall 40.000 Rm 603.488
Floor Finish Load 57.1 Sqm 95.928
Partition Load 57.1 Sqm 68.520
Parapet Wall Load 0 Rm 0.000
25% Live Load 57.1 Sqm 35.688
Total Top Floor Load = 1268.370 KN
Total Weight (KN)
1722.941
10259.498
10366.120
6051.243
1268.370
28399.802 KN
D. Top Floor
B. Load Calculation
Time Period
Sno Description of Item Quantity Unit Remarks
1 T=0.075 H ^0.75 Sec
Height (H)=13.91
T=0.075 *13.91^0.75
Time Period= 0.540 Sec In X-Direction
0.540 Sec In Z-Direction
Base Shear Calculation
2 Vb= Ah*w
Ah= Base Coefficient
W= Weight of the Building
Ah= (Z*I*Sa/g)/2R
Zone Factor (Z) 0.36 For Zone V
Importance Factor (I) 1 For Residential Building
Response Reduction Factor ( R) 5 For Special Moment Resisting Frame
Spectral Acceleration (Sa/g) 2.5 From Chart
Ah= (Z*I*Sa/g)/2R 0.09
Weight of the Building 28399.80 KN From Weight Calculation Sheet
Base Shear (Vb) 2555.98 KN
Distribution of Base Shear
Floor Weight of The Floor( KN) Height ( Hi) WiHi Fi=Vb*WiHi/sum of (Wi*Hi)
Top 6051.24 11.55 69891.85 808.12
First 10366.12 8.575 88889.48 1027.78
Ground 10259.50 5.6 57453.19 664.30
Basement 1722.94 2.8 4824.24 55.78
GTotal 221058.76 2555.98
