asec7-05 earthquak lateral forces
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Project :- WAQF T.M.S Rev00
Building :- 7 Floors Bldg. T.M.S
Location:- madinah Date:- 03-Jun-13
INPUT:
Building Location Madinah
Ss = 0.254g S1 = 0.073g Clause 11.4.1
Soil Profile Description Rock TABLE 20.3-1
Site Class B TABLE 20.3-1
Site coefficients Fa, Fv : Fa = 1.000 TABLE 11.4-1Fv = 1.000 TABLE 11.4-2
Design Spectral Acceleration Parameters:
Eq. (11.4-1) = 0.2540g = 0.1693g Eq. (1 1.4-3)
Eq. (11.4-2) = 0.0730g
= 0.0487g Eq. (1 1.4-4)
Structure Type Concrete moment-resisting frames (0.2) TABLE 12.8-2
Ct = 0.0500 x = 0.75 TABLE 12.8-2
hn ( Total height above Structure base) = 40.00 m
= 0.795 sec. Eq. (12.8-7) Cu = 1.700 sec.
TL = long-period transition period = 8.00 sec. Tu = 1.352 sec.
R Response modification coefficient = 2.50 TABLE 12.2-1 TEtabs = 0.714 sec.
Building Occupancy Category I Table 1-1 Tused = 0.714 sec.
I (Importance Factor) 1.00 TABLE 11.5-1
W Building Total Wgt. 41892.17 KN
Calculation of Equivalent Lateral Force according Clause 12.8:
a- Calculation of Seismic Response Coefficient Cs according 12.8.1.1:
= 0.0677 Eq. (12.8-2)
Maximum = 0.0273 Eq. (12.8-3)
Maximum = 0.0000 Eq. (12.8-4)
Csminimum = 0.0100 Eq. (12.8-5)
Cs min. for S1 >= 0.6g = 0.0000 Eq. (12.8-6)
use Eq(12.8- 3) Cs = = 0.02726
b- Calculation of Seismic Base Shear V according Clause 12.8.1:
= 0.02726 W 1,142.2 KN Eq. (12.8-1)
Earthquake Lateral Forces according ASEC7-05 / IBC 2006:
Designed by:-
Checked by:-
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Project :- WAQF T.M.S Rev00
Building :- 7 Floors Bldg. T.M.S
Location:- madinah Date:- 03-Jun-13
Earthquake Lateral Forces according ASEC7-05 / IBC 2006:
Designed by:-
Checked by:-
c- Vertical Distribution of Seismic Forces Fx accordin g Clause 12.8.3:
Eq. (12.8-11) k = 1.107 Eq. (12.8-12)
Eq. (12.8-12)
Floor Level Wi (KN)floor
Height(m)
floor height
from Base
level hi (m)
wi*hik
/wi*hik
Fx (KN)
Upper roof 3001 3 40 178126.3 0.09 98.4
Roof 11013 3.3 37 599666.9 0.29 331.1
2nd FL 13663 3.3 33.7 670837.9 0.32 370.4
1st FL 13665 3.3 30.4 598629.6 0.29 330.5
GF 550 3.1 27.1 21231.28 0.01 11.7
3 24 0 0.00 0.0
3 21 0 0.00 0.0
3 18 0 0.00 0.0
3 15 0 0.00 0.0
3 12 0 0.00 0.03 9 0 0.00 0.0
3 6 0 0.00 0.0
3 3 0 0.00 0.0
0 0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
0 0 0.00 0.0
Sum 41892 40 2068492 1.00 1142.2
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Project :- WAQF T.M.S Rev00
Building :- 7 Floors Bldg. T.M.S
Location:- madinah Date:- 03-Jun-13
Earthquake Lateral Forces according ASEC7-05 / IBC 2006:
Designed by:-
Checked by:-
Design Response Spectrum acceleration Sa according Clause 11.4.5:
= 0.0575 = 0.2874
Period
sec/ Sa
Clause 11.4.5-2: 0.000 0.0677 Eq 11.4-5
To 0.057 0.1693 Eq 11.4-5
Ts 0.287 0.1693 C 11.4.5-2
0.673 0.0723
1.059 0.0460
1.444 0.0337
1.830 0.0266
2.216 0.0220
2.601 0.0187
2.987 0.0163
3.372 0.0144
3.758 0.0129
4.144 0.0117
4.529 0.0107
4.915 0.0099
5.301 0.0092
5.686 0.0086
6.072 0.0080
6.457 0.0075
6.843 0.0071
7.229 0.0067
7.614 0.0064
TL 8.000 0.0061
8.400 0.0055
8.800 0.0050
9.200 0.0046
9.600 0.0042
10.000 0.0039
Eq 11.4-7
Eq 11.4-6
0.00
0.05
0.10
0.15
0.20
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10
Period sec / Sa
Period sec / Sa
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TABLE 20.3-1 SlTE CLASSIFICATION
Soil Profile
Descri tionSoil Profile Type
Hard Rock A
Rock B
Very Dense soil C
Soft rock CStiff Soil D
Soft Clay soil E
Soils requiring
site response
analysis
F
TABLE 11.4-1 SlTE COEFFICIENT, Fa
Site Class Ss=1.25
A 0.8 0.8 0.8 0.8 0.8
B 1.0 1.0 1.0 1.0 1.0
C 1.2 1.2 1.1 1.0 1.0D 1.6 1.4 1.2 1.1 1.0
E 2.5 1.7 1.2 0.9 0.9
F N/A N/A N/A N/A N/A
TABLE 11.4-2 SlTE COEFFICIENT, Fv
Site Class S1=0.5
A 0.8 0.8 0.8 0.8 0.8
B 1.0 1.0 1.0 1.0 1.0
C 1.7 1.6 1.5 1.4 1.3
D 2.4 2.0 1.8 1.6 1.5
E 3.5 3.2 2.8 2.4 2.4
F N/A N/A N/A N/A N/A
TABLE 12.2-1
R
1.25
1.50
2.00
2.503.00
3.25
3.50
4.00
4.50
5.00
5.50
6.00
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6.50
7.00
7.50
8.00
TABLE 11.5-1 IMPORTANCE FACTORS
Occupancy
Category
Importance
FactorI 1.00
II 1.00
III 1.25
IV 1.50
TABLE 12.8-1 COEFFICIENT FOR UPPER LIMIT
ON CALCULATED PERIOD
SD1 Coefficient Cu
0.4 1.4
0.3 1.4
0.2 1.5
0.15 1.6
0.1 1.7
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TABLE 12.8-2 VALUES OF APPROXIMATE PERIOD
PARAMETERS Ct AND x
Structure Type Ct x
Steel moment-resisting frames (0.028) 0.0724 0.8
Concrete moment-resisting frames (0.016) 0.0466 0.9
Eccentrically braced steel frames (0.03) 0.0731 0.75
All other structural systems (0.02) 0.0488 0.75
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all Etab & sap decoments are here
According Atkins manual http://www.4shared.com/folder/rp0IHgDL/ECP201-2008_Earthquak_Lateral_.
http://www.4shared.com/folder/rp0IHgDL/ECP201-2008_Earthquak_Lateral_.htmlhttp://www.4shared.com/folder/rp0IHgDL/ECP201-2008_Earthquak_Lateral_.html -
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tml
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Codes & international associations websites:A Beginner's Guide to Structural Engineering
International Organization for Standardization ISO
EuroCode
AISC American Institute Of Steel Construction
IBC CODE
AWS CODE American National Standard
RCSC RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS
ASEC American Society of Civil Engineers
ACI American Concrete Institute
International Code Council
AASHT Association of State Highway and Transportation Officials
California Seismic Safety Commission
ASME American Society of Mechanical Engineers
USACE United States Army Corps of Engineers
NBC2005-CANADIAN CODE- NATIONAL RESEARCH CONCIL CANADA
FEMA Federal Emergency Management Agency
NEHRP National Earthquake Hazards Reduction Program
The National Institute of Building SciencesAWC American Wood Council
AWWA CODE American Water Works Association
ANSI code American National Standards Institute
American Iron and Steel Institute
Steel Deck Institute
The Steel Joist Institute
CCFSS The Center for Cold-Formed Steel Structures
AREMA CODE American Railway Engineering and Maintenance-of-Way Association
structural engineers association
www.seaint.org
SEAOC Structural Engineers Association of California
ATC Applied Technology Council
Structural Engineers Association of California
FHWA The Federal Highway Administration
NCMA The National Concrete Masonry Association
ASME American Society of Mechanical Engineers
The Council on Tall Buildings and Urban Habitat
*******Earthquakes data sites:**************************************
The Consortium of Organizations for Strong-Motion Observation Systems
El Centro 1940-05-19 04:36:41 UTC Plots
Central United States Earthquake Consortium
Earthquake Hazards Program
European-Mediterranean Seismological Centre
European-Mediterranean Observatories
EGYPT National Research Institute of Astronomy and Geophysics (NRIAG)
The Global Seismic Hazard Assessment Program (GSHAP) for PGA
Egypt PGA
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(NOAA's National Weather Service)Pacific Tsunami Warning Center
Richter magnitude scale
OpenSHA is an open-source,Java-based platform for conducting Seismic Hazard Analysis (SH
The Earthquake Engineering Research Institute
Pacific Earthquake Engineering Research Center, U.C. Berkeley PEER
Earthquake Engineering Research Institute EERI
Center for Engineering Strong Motion Data USGS
Network for Earthquake Engineering Simulation (NEES)The Pacific Northwest Seismic Network
Geotechnical Earthquake Engineering Portal
*****National Hurricane Center:*****************************************
US National Hurricane Center
*****Bookstore websites:************************************************
McGraw-Hill
John Wiley & Sons
*****Useful websites:************************************************
xls design sheets
download projects dwg + models
A Beginner's Guide to Structural Engineering
anything related to steel
www.modernsteel.com
unit convertlearning website
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for ppt files
learning wedsite
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unit convert
constructiondetails.us.cype.com
www.aboutcivil.com
www.books-by-isbn.com
http://rapidlibrary.com/
http://skyscraperpage.com/
www.tallestbuildingintheworld.com
http://www.modernsteel.com/http://www.aboutcivil.com/http://www.books-by-isbn.com/http://rapidlibrary.com/http://skyscraperpage.com/http://www.tallestbuildingintheworld.com/http://www.tallestbuildingintheworld.com/http://skyscraperpage.com/http://rapidlibrary.com/http://www.books-by-isbn.com/http://www.aboutcivil.com/http://www.modernsteel.com/ -
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www.bgstructuralengineering.com
www.iso.org
www.eurocode.info
www.aisc.org
www.internationalcodes.net
www.aws.org
www.boltcouncil.org
www.asce.org
www.concrete.org
www.iccsafe.org
www.transportation.org
www.seismic.ca.gov
www.asme.org
www.usace.army.mil
www.nrc-cnrc.gc.ca
www.fema.gov
www.nehrp.gov
www.nibs.orgwww.awc.org
www.awwa.org
www.ansi.org
www.steel.org
www.sdi.org
http://steeljoist.org/
www.ccfssonline.org
www.arema.org
www.seaintarchive.org/group/seaint/
www.seaint.org
www.seaoc.org/
www.atcouncil.org
www.seaoc.org
www.fhwa.dot.gov
www.ncma.org
www.asme.org
www.ctbuh.org
www.cosmos-eq.org/
http://db.cosmos-eq.org/scripts/default.plx
http://db.cosmos-eq.org/scripts/event.plx?evt=88
www.cusec.org
http://earthquake.usgs.gov/
www.emsc-csem.org
www.orfeus-eu.org/Links/euromed.html
www.nriag.sci.eg
www.seismo.ethz.ch/static/gshap/
http://www.seismo.ethz.ch/static/gshap/relemr/emed-haz.gif
http://www.bgstructuralengineering.com/http://www.iso.org/http://www.eurocode.info/http://www.aisc.org/http://www.internationalcodes.net/http://www.aws.org/http://www.boltcouncil.org/http://www.asce.org/http://www.concrete.org/http://www.iccsafe.org/http://www.transportation.org/http://www.seismic.ca.gov/http://www.asme.org/http://www.usace.army.mil/http://www.nrc-cnrc.gc.ca/http://www.fema.gov/http://www.nehrp.gov/http://www.nibs.org/http://www.awc.org/http://www.awwa.org/http://www.ansi.org/http://www.steel.org/http://www.sdi.org/http://steeljoist.org/http://www.ccfssonline.org/http://www.arema.org/http://www.seaintarchive.org/group/seaint/http://www.seaint.org/http://www.seaoc.org/http://www.atcouncil.org/http://www.seaoc.org/http://www.fhwa.dot.gov/http://www.ncma.org/http://www.asme.org/http://www.ctbuh.org/http://www.cosmos-eq.org/http://db.cosmos-eq.org/scripts/default.plxhttp://db.cosmos-eq.org/scripts/event.plx?evt=88http://www.cusec.org/http://earthquake.usgs.gov/http://www.emsc-csem.org/http://www.orfeus-eu.org/Links/euromed.htmlhttp://www.nriag.sci.eg/http://www.seismo.ethz.ch/static/gshap/http://www.seismo.ethz.ch/static/gshap/relemr/emed-haz.gifhttp://www.seismo.ethz.ch/static/gshap/relemr/emed-haz.gifhttp://www.seismo.ethz.ch/static/gshap/http://www.nriag.sci.eg/http://www.orfeus-eu.org/Links/euromed.htmlhttp://www.emsc-csem.org/http://earthquake.usgs.gov/http://www.cusec.org/http://db.cosmos-eq.org/scripts/event.plx?evt=88http://db.cosmos-eq.org/scripts/default.plxhttp://www.cosmos-eq.org/http://www.ctbuh.org/http://www.asme.org/http://www.ncma.org/http://www.fhwa.dot.gov/http://www.seaoc.org/http://www.atcouncil.org/http://www.seaoc.org/http://www.seaint.org/http://www.seaintarchive.org/group/seaint/http://www.arema.org/http://www.ccfssonline.org/http://steeljoist.org/http://www.sdi.org/http://www.steel.org/http://www.ansi.org/http://www.awwa.org/http://www.awc.org/http://www.nibs.org/http://www.nehrp.gov/http://www.fema.gov/http://www.nrc-cnrc.gc.ca/http://www.usace.army.mil/http://www.asme.org/http://www.seismic.ca.gov/http://www.transportation.org/http://www.iccsafe.org/http://www.concrete.org/http://www.asce.org/http://www.boltcouncil.org/http://www.aws.org/http://www.internationalcodes.net/http://www.aisc.org/http://www.eurocode.info/http://www.iso.org/http://www.bgstructuralengineering.com/ -
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http://weather.gov/
http://en.wikipedia.org/wiki/Richter_magnitude_scale
www.opensha.org/
www.eeri.org/index.php
http://peer.berkeley.edu/
www.eeri.org/
www.strongmotioncenter.org/
http://nees.org/www.pnsn.org
http://earthquake.geoengineer.org/
*****National Hurricane Center:*****
************************************
http://www.nhc.noaa.gov/gtwo_atl.shtml
*****Bookstore websites:*************
***********************************
www.mhprofessional.com
eu.wiley.com
*****Useful websites:*************
***********************************
www.excelcalcs.com
www.sap2000.org
www.bgstructuralengineering.com/
www.steeltools.org
www.modernsteel.com
www.chapelsteel.comwww.online-tech-tips.com
www.structsource.com
www.engineeringvideos.net/
www.onlineglobalgroup.com
www.slideworld.org
www.structsource.com
www.theconstructor.org
www.translatorscafe.com
http://constructiondetails.us.cype.com/
www.aboutcivil.com
www.books-by-isbn.com
http://rapidlibrary.com/
http://skyscraperpage.com/
www.tallestbuildingintheworld.com
http://weather.gov/http://en.wikipedia.org/wiki/Richter_magnitude_scalehttp://www.opensha.org/http://www.eeri.org/index.phphttp://peer.berkeley.edu/http://www.eeri.org/http://www.strongmotioncenter.org/http://nees.org/http://www.pnsn.org/http://earthquake.geoengineer.org/http://www.nhc.noaa.gov/gtwo_atl.shtmlhttp://www.mhprofessional.com/http://www.excelcalcs.com/http://www.sap2000.org/http://www.bgstructuralengineering.com/http://www.steeltools.org/http://www.modernsteel.com/http://www.chapelsteel.com/http://www.online-tech-tips.com/http://www.structsource.com/http://www.engineeringvideos.net/http://www.onlineglobalgroup.com/http://www.slideworld.org/http://www.structsource.com/http://www.theconstructor.org/http://www.translatorscafe.com/http://constructiondetails.us.cype.com/http://www.aboutcivil.com/http://www.books-by-isbn.com/http://rapidlibrary.com/http://skyscraperpage.com/http://www.tallestbuildingintheworld.com/http://www.tallestbuildingintheworld.com/http://skyscraperpage.com/http://rapidlibrary.com/http://www.books-by-isbn.com/http://www.aboutcivil.com/http://constructiondetails.us.cype.com/http://www.translatorscafe.com/http://www.theconstructor.org/http://www.structsource.com/http://www.slideworld.org/http://www.onlineglobalgroup.com/http://www.engineeringvideos.net/http://www.structsource.com/http://www.online-tech-tips.com/http://www.chapelsteel.com/http://www.modernsteel.com/http://www.steeltools.org/http://www.bgstructuralengineering.com/http://www.sap2000.org/http://www.excelcalcs.com/http://www.mhprofessional.com/http://www.nhc.noaa.gov/gtwo_atl.shtmlhttp://earthquake.geoengineer.org/http://www.pnsn.org/http://nees.org/http://www.strongmotioncenter.org/http://www.eeri.org/http://peer.berkeley.edu/http://www.eeri.org/index.phphttp://www.opensha.org/http://en.wikipedia.org/wiki/Richter_magnitude_scalehttp://weather.gov/ -
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