ASEC7-05 & IBC 2006 Earthquake Lateral Forces -Protected-30!06!2012

Project :- Project Name M.A.S. Rev00Building :- 4 Floors Bldg. M.A.S.Location:- Cairo, EGYPT Date:- 23-Jul-14

INPUT:Building Location CairoSs = 0.670g S1 = 0.270g Clause 11.4.1Soil Profile Description Very Dense soil TABLE 20.3-1Site Class C TABLE 20.3-1

Site coefficients Fa, Fv : Fa = 1.132 TABLE 11.4-1Fv = 1.530 TABLE 11.4-2

Design Spectral Acceleration Parameters: Eq. (11.4-1) = 0.7584g = 0.5056g Eq. (1 1.4-3) Eq. (11.4-2) = 0.4131g

= 0.2754g Eq. (1 1.4-4)Structure Type Concrete moment-resisting frames (0.016) TABLE 12.8-2

Ct = 0.0466 x = 0.90 TABLE 12.8-2hn ( Total height above Structure base) = 14.00 m

= 0.501 sec. Eq. (12.8-7) Cu = 1.425 sec.TL = long-period transition period = 8.00 sec. Tu = 0.714 sec.R Response modification coefficient = 5.00 TABLE 12.2-1 TEtabs sec.Building Occupancy Category I Table 1-1 Tused = 0.501 sec.I (Importance Factor) 1.00 TABLE 11.5-1W Building Total Wgt. 41892.17 KN SDC D TABLE 11.6-1

Earthquake Lateral Forces according ASEC7-05 / IBC 2006:Designed by:-Checked by:-

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Period sec / Sa

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W Building Total Wgt. 41892.17 KN SDC D TABLE 11.6-1

Calculation of Equivalent Lateral Force according Clause 12.8:a- Calculation of Seismic Response Coefficient Cs according 12.8.1.1:

= 0.1011 Eq. (12.8-2)

Maximum = 0.1099 Eq. (12.8-3)

Maximum = 0.0000 Eq. (12.8-4)

Cs minimum = 0.0100 Eq. (12.8-5)

Cs min. for S1 >= 0.6g = 0.0000 Eq. (12.8-6)

use Eq(12.8- 2) Cs = = 0.10113b- Calculation of Seismic Base Shear V according Clause 12.8.1:

= 0.10113 W = 4,236.4 KN Eq. (12.8-1)

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Period sec / Sa

Period sec / Sa

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Period sec / Sa

Period sec / Sa

c- Vertical Distribution of Seismic Forces F x according Clause 12.8.3:Eq. (12.8-11) k = 1.001 Eq. (12.8-12)

Eq. (12.8-12)

Floor Level Wi (KN) floorHeight(m) floor heightfrom Baselevel hi (m)

wi*hi k/wi*hi k

Fx (KN)Upper roof 3001 2.5 14 42071.76 0.12 492.7

Roof 11013 3 11.5 126817.1 0.35 1485.12nd FL 13663 3 8.5 116265 0.32 1361.51st FL 13665 3 5.5 75227.57 0.21 881.0GF 550 2.5 2.5 1376.679 0.00 16.1

0 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.0

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Period sec / Sa

Period sec / Sa

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0 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.0

Sum 41892 14 361758.1 1.00 4236.4

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Period sec / Sa

Period sec / Sa

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Period sec / Sa

Period sec / Sa

Design Response Spectrum acceleration Sa according Clause 11.4.5:

= 0.1089 = 0.5447

Periodsec / Sa

Clause 11.4.5-2: 0.000 0.2023 Eq 11.4-5To 0.109 0.5056 Eq 11.4-5Ts 0.545 0.5056 C 11.4.5-2

0.917 0.30021.290 0.21351.663 0.16562.036 0.13532.409 0.11432.781 0.09903.154 0.08733.527 0.07813.900 0.07064.272 0.06454.645 0.05935.018 0.05495.391 0.0511

Eq 11.4-6

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5.391 0.05115.763 0.04786.136 0.04496.509 0.04236.882 0.04007.254 0.03807.627 0.0361

TL 8.000 0.03448.400 0.03128.800 0.02859.200 0.02609.600 0.023910.000 0.0220

Eq 11.4-7

Eq 11.4-6

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TABLE 20.3-1 SlTE CLASSIFICATIONSoil ProfileDescription

Soil Profile TypeHard Rock A

Rock BVery Dense soil C

Soft rock CStiff Soil D

Soft Clay soil ESoils requiringsite response

analysisF

TABLE 11.4-1 SlTE COEFFICIENT, FaSite Class Ss=1.25

A 0.8 0.8 0.8 0.8 0.8B 1.0 1.0 1.0 1.0 1.0C 1.2 1.2 1.1 1.0 1.0D 1.6 1.4 1.2 1.1 1.0E 2.5 1.7 1.2 0.9 0.9F N/A N/A N/A N/A N/A

TABLE 11.4-2 SlTE COEFFICIENT, FvSite Class S1=0.5

A 0.8 0.8 0.8 0.8 0.8B 1.0 1.0 1.0 1.0 1.0C 1.7 1.6 1.5 1.4 1.3D 2.4 2.0 1.8 1.6 1.5E 3.5 3.2 2.8 2.4 2.4F N/A N/A N/A N/A N/A

TABLE 12.2-1R

1.251.502.002.503.003.253.504.004.505.005.506.00

6.507.007.508.00

TABLE 11.5-1 IMPORTANCE FACTORSOccupancyCategory

ImportanceFactor

I 1.00II 1.00III 1.25IV 1.50

TABLE 12.8-1 COEFFICIENT FOR UPPER LIMITON CALCULATED PERIOD

SD1 Coefficient Cu0.4 1.40.3 1.40.3 1.40.2 1.50.15 1.60.1 1.7

Table 11.6-1 Seismic Design CategoryI or II III IV

SDS

TABLE 12.8-2 VALUES OF APPROXIMATE PERIODPARAMETERS Ct AND x

Structure Type Ct xSteel moment-resisting frames (0.028) 0.0724 0.8Concrete moment-resisting frames (0.016) 0.0466 0.9Eccentrically braced steel frames (0.03) 0.0731 0.75All other structural systems (0.02) 0.0488 0.75

all Etab & sap decoments are hereAccording Atkins manual http://www.4shared.com/folder/rp0IHgDL/ECP201-2008_Earthquak_Lateral_.html

http://www.4shared.com/folder/rp0IHgDL/ECP201-2008_Earthquak_Lateral_.html

Codes & international associations websites:A Beginner's Guide to Structural EngineeringInternational Organization for Standardization ISOEuroCodeAISC American Institute Of Steel ConstructionIBC CODEAWS CODE American National StandardRCSC RESEARCH COUNCIL ON STRUCTURAL CONNECTIONSASEC American Society of Civil EngineersACI American Concrete InstituteInternational Code CouncilAASHT Association of State Highway and Transportation OfficialsCalifornia Seismic Safety CommissionASME American Society of Mechanical EngineersUSACE United States Army Corps of EngineersNBC2005-CANADIAN CODE- NATIONAL RESEARCH CONCIL CANADAFEMA Federal Emergency Management AgencyNEHRP National Earthquake Hazards Reduction ProgramThe National Institute of Building SciencesAWC American Wood CouncilAWWA CODE American Water Works AssociationANSI code American National Standards InstituteAmerican Iron and Steel InstituteSteel Deck InstituteSteel Deck InstituteThe Steel Joist InstituteCCFSS The Center for Cold-Formed Steel StructuresAREMA CODE American Railway Engineering and Maintenance-of-Way Associationstructural engineers associationwww.seaint.orgSEAOC Structural Engineers Association of CaliforniaATC Applied Technology CouncilStructural Engineers Association of CaliforniaFHWA The Federal Highway AdministrationNCMA The National Concrete Masonry AssociationASME American Society of Mechanical EngineersThe 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 PlotsCentral United States Earthquake ConsortiumEarthquake Hazards ProgramEuropean-Mediterranean Seismological CentreEuropean-Mediterranean ObservatoriesEGYPT National Research Institute of Astronomy and Geophysics (NRIAG)The Global Seismic Hazard Assessment Program (GSHAP) for PGAEgypt PGA

(NOAA's National Weather Service)Pacific Tsunami Warning CenterRichter magnitude scaleOpenSHA is an open-source,Java-based platform for conducting Seismic Hazard Analysis (SHA)The Earthquake Engineering Research InstitutePacific Earthquake Engineering Research Center, U.C. Berkeley PEEREarthquake Engineering Research Institute EERICenter for Engineering Strong Motion Data USGSNetwork for Earthquake Engineering Simulation (NEES)The Pacific Northwest Seismic NetworkGeotechnical Earthquake Engineering Portal

*****National Hurricane Center:*****************************************US National Hurricane Center

*****Bookstore websites:************************************************McGraw-HillJohn Wiley & Sons

*****Useful websites:***********************************************************************************xls design sheetsdownload projects dwg + models A Beginner's Guide to Structural Engineeringanything related to steelwww.modernsteel.comunit convertlearning website learning websiteengineering videosA collection of online learning in all different subjects (Videos + Books)for ppt fileslearning wedsitelearning web siteunit convertconstructiondetails.us.cype.comwww.aboutcivil.comwww.books-by-isbn.comhttp://rapidlibrary.com/http://skyscraperpage.com/www.tallestbuildingintheworld.com

www.bgstructuralengineering.comwww.iso.orgwww.eurocode.infowww.aisc.orgwww.internationalcodes.netwww.aws.orgwww.boltcouncil.orgwww.asce.orgwww.concrete.orgwww.iccsafe.orgwww.transportation.orgwww.seismic.ca.govwww.asme.orgwww.usace.army.milwww.nrc-cnrc.gc.cawww.fema.govwww.nehrp.govwww.nibs.orgwww.awc.orgwww.awwa.orgwww.ansi.orgwww.steel.orgwww.sdi.orgwww.sdi.orghttp://steeljoist.org/www.ccfssonline.orgwww.arema.orgwww.seaintarchive.org/group/seaint/www.seaint.orgwww.seaoc.org/www.atcouncil.orgwww.seaoc.orgwww.fhwa.dot.govwww.ncma.orgwww.asme.orgwww.ctbuh.org

www.cosmos-eq.org/http://db.cosmos-eq.org/scripts/default.plxhttp://db.cosmos-eq.org/scripts/event.plx?evt=88www.cusec.orghttp://earthquake.usgs.gov/www.emsc-csem.orgwww.orfeus-eu.org/Links/euromed.htmlwww.nriag.sci.egwww.seismo.ethz.ch/static/gshap/http://www.seismo.ethz.ch/static/gshap/relemr/emed-haz.gif

http://weather.gov/http://en.wikipedia.org/wiki/Richter_magnitude_scalewww.opensha.org/www.eeri.org/index.phphttp://peer.berkeley.edu/www.eeri.org/www.strongmotioncenter.org/http://nees.org/www.pnsn.orghttp://earthquake.geoengineer.org/

*****National Hurricane Center:*****************************************http://www.nhc.noaa.gov/gtwo_atl.shtml

*****Bookstore websites:************************************************www.mhprofessional.comeu.wiley.com

*****Useful websites:***********************************************************************************www.excelcalcs.comwww.sap2000.orgwww.bgstructuralengineering.com/www.steeltools.orgwww.modernsteel.comwww.chapelsteel.comwww.online-tech-tips.comwww.structsource.comwww.engineeringvideos.net/www.onlineglobalgroup.comwww.slideworld.orgwww.structsource.comwww.theconstructor.orgwww.translatorscafe.comhttp://constructiondetails.us.cype.com/www.aboutcivil.comwww.books-by-isbn.comhttp://rapidlibrary.com/http://skyscraperpage.com/www.tallestbuildingintheworld.com

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ASEC7-05 & IBC 2006 Earthquake Lateral Forces -Protected-30!06!2012