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Seismic Calculations Based On Uniform Building Code 1997 Edition

Date:

Seismic Zone Type < refer page 2-30 Table 16-I > Zone Zo

Soil Profile < refer page 2-35 Table 16-J >

Structural System < refer page 2-32 Table 16-N > IMRF Con

Building Type < refer page no. 2-14 > RCC Mom

Occupancy Category < refer page 2-30 Table 16-K > C Standard

Acceleration Near source factor < refer page 2-35 Table 16-S > Na 0

Velocity Near source factor < refer page 2-35 Table 16-T > Nv 0

Total dead load of the Structure in kips. W 2

Overall height of the building in feet hn 1

User define Time Period Tused 0

Fundamental Time Period in sec. = Ct * (Hn) ^ 3/4 T 0

Velocity Seismic Coefficient < refer page 2-35 Table 16-R > Cv 0

Acceleration Seismic Coefficient < refer page 2-34 Table 16-Q > Ca 0

Occupancy Importance Factor. I 1

Numerical Coefficient representative of structure inherit over strength as per Table 16-N pg 2-32 R 5

Numerica coefficient Section 1630.2.2 pg 2-14 Ct 0

Ft = 0.07*T*V

BASE SHEAR=V= ( Cv * I / (R * T) * W

< refer page no. 2-14 >

617

Vmax= (2.5 * Ca * I / R ) * W 353

Vmin= ( 0.11 * Ca * I W ) 85

V4=0.8*Z*Nv*I*W/R 0

GOVERNING BASE SHEAR = V 353

PROJECT: IDB

ST

Ss

BT

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1 2 3 4 5 6

Storey Storey Storey 2 * 3 E Wx*Hx 4 * 5' E(base to roof) Height Weight Hx * Wx & Fx Storey

Hx ft. Wx kips V / Ewx * Hx Shear K

1 4.9 76 374 Wx * Hx 5

2 10.5 2693 28266 348

3 0.0 0 0 0

4 0.0 0 0 V - Ft / EWx*Hx 0

5 0.0 0 0 0

0.01233

6 0.0 0 0 0

7 0.0 0 0 0

8 0.0 0 0 0

9 0.0 0 0 0

10 0.0 0 0 0

11 0.0 0 0 0

12 0.0 0 0 0

13 0.0 0 0 0

14 0.0 0 0 0

15 0.0 0 0 0

16 0.0 0 0 0

17 0.0 0 0 0

18 0.0 0 0 0

19 0.0 0 0 0

20 0.0 0 0 0

21 0.0 0 0 0

28640

Ft Concentrated load at top 0

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zone 3

Soil Profile 4

ZONE Z Shearwall Conc.(BFS)

Zone 1 1 0.08 Dual Conc.(SMRF)

Zone 2A 2 0.15 Dual Conc.(IMRF)

Zone 2B 3 0.2 SMRF Conc.

Zone 3 4 0.3 IMRF Conc.

Zone 4 5 0.4

1

2

3 Steel Moment Frame

4 RCC Moment Frame

5 Eccentric Braced Frame

6 All other Buildings

I

Occupany Category 1 0

SA

SB

SC

SD

SE

SF

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5.5 TABLE 16-Q - SEISMIC COEFFICIENT Ca

8.5 1 2 3 4 5

6.5 1 0.06 0.12 0.16 0.24 0.32

8.5 2 0.08 0.15 0.20 0.30 0.40

5.5 3 0.09 0.18 0.24 0.33 0.40

4 0.12 0.22 0.28 0.36 0.44

5 0.19 0.30 0.34 0.36 0.36

6 0.00 0.00 0.00 0.00 0.00

Ct

0.04

0.03 TABLE 16-R - SEISMIC COEFFICIENT Cv

0.03 1 2 3 4 5

0.02 1 0.06 0.12 0.16 0.24 0.322 0.08 0.15 0.20 0.30 0.40

3 0.13 0.25 0.32 0.45 0.56

SA

SB

SC

SD

SE

SF

SAS

B

SC

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Typical Area Of Building Typical Area Of Building

Area = 1042.0 m2 Area = 11210.3 ft2

Density of Conc 24 KN/m3 Density of Conc. 150 pcf

SDL 2 Kpa SDL 41.7 psf

Partition 0 Kpa Partition 0 psf

slab thk 0.25 m slab thk 10 in

Beams Width (A) 1.5 m Beams Width (A) 60 in

Depth (A) 0.5 m Depth (A) 10 in

beam Length (A) 154 m beam Length (A) 505.12 ft

Beams Width (B) 0.3 m Beams Width (B) 12 in

Depth (B) 0.8 m Depth (B) 31.5 in

beam Length (B) 121 m beam Length (B) 396.88 ft

Slab Load 6252.00 KN Slab Load 1401.3 kip

SDL 2084.0 KN SDL 467.5 kip

Part 0 KN Part 0.0 kip

Beam 3468.96 KN Beam 472.0 kip

Weight Of a single Story 11804.96 KN Weight Of a single Story 2341 kip

No of Storyeis 16 No of Storyeis 10

Total Weight Of Storyeis 188879 KN Total Weight Of Storyeis 23407 kip

Non Typ. Area Of Building Non Typ. Area Of Building

Area = 1035 m2 Area = 11135 ft2

Density of Conc 24 KN/m3 Density of Conc. 150 pcf

SDL 2.3 Kpa SDL 50 psf

Partition 1 Kpa Partition 20 psf slab thk 0.25 m slab thk 9 in

Beams Width (A) 0.5 m Beams Width (A) 20 in

Depth (A) 1.5 m Depth (A) 60 in

beam Length (A) 97.8 m beam Length (A) 320 ft

Beams Width (B) 0.3 m Beams Width (B) 12 in

Depth (B) 1 m Depth (B) 39 in

beam Length (B) 65.5 m beam Length (B) 215 ft

Slab Load 6210 KN Slab Load 1252.7 kip

SDL 2380.5 KN SDL 556.8 kip

Part 1035 KN Part 222.7 kip

Beam 2232 KN Beam 504.8 kip

Weight Of a single Story 11857.5 KN Weight Of a single Story 2537 kip

No of Storyeis 2 No of Storyeis 2

Total Weight Of Storyeis 23715 KN Total Weight Of Storyeis 5074 kip

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1042

20.5

14.5

578.4

2691.03

268.44

163.74 2850

76.75

158.62 4.7

15.42

2693.25

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Perpared By Syed Imran Khurshid

Concrete Building Frame System

Dual (IMRF) Dual frame System

SMRF (Special) Moment Resisting Frame

IMRF (Intermediate) Moment Resisting Frame

OMRF (Ordinary) Moment Resisting Frame

CBFS Stand for