ECP201-2008 Earthquake Lateral Forces -Protected-09!06!2012 (2)

8/10/2019 ECP201-2008 Earthquake Lateral Forces -Protected-09!06!2012 (2)

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Project :- AL- SHOROUK Building M.A.S. Rev00

Building :- 4 Floors Bldg. M.A.S.

Location:- Cairo, EGYPT Date:- 12-Nov-14

INPUT:

Building Location - Egypt

Response Curve Type 1 For all regions of Egypt

Seismic Zone 3 Map 8-1 & Annex 8-C

ag (Spectral Acceleration) =0.1500g TABLE 8-2

Soil Profile Description Soft Soil TABLE 8-1

Soil Profile Type D TABLE 8-1

Soil coefficients S,TB, TC, TD According Table 8-3A for Response Curve Type 1

S = 1.80 TB= 0.10

TC= 0.30 TD= 1.20

R Response modification factor 5.0 Annex 8-A

Ctcoefficient Annex 8-B 0.075 for RC moment-resisting frames

Building Type for Damping Table 8-4

Damping correction factor 1 Table 8-4Vertical Damping correction factor v 0.7 Table 8-4

hn 14 m

W Building Total Wgt. 39310.10 KN

Ta ( Approx. Period) 0.5428 TEtabs 0.7410 sec.

Building Importance Group III TABLE 8-9 Tused = 0.7410 sec.

I (Importance Factor) 1.00 TABLE 8-9

a- Calculation of Horizontal Design spectrum for elastic analysis according Clause 8-4-2-5:

-=0.15345g

=0.13500g

=0.05466g

=0.08851g

use Eq(8- 13) Sd (T) = =0.05466g

b- Calculation of ( Fb )Ultimate Base Shear Force according Clause 8-7-3-2-2:

Using Simplified Modal Response Spectrum Method According Clause 8-7-3-2

which Valid for

Correction Factor = 1

= 0.05466 W = 2148.5 KN Eq(8-16)

RC bldg.

Cairo

Ok Valid

Eq (B-1 Annex 8-B)

& g = 9.81 m/sec2

Earthquake Lateral Forces according Egyptian Code of loads ( ECP201-2008 ):

Designed by:-

Checked by:-

Page 1 of 23


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Designed by:-

Checked by:-

c- Distribution of the Horizontal Earthquake Forces according Clause 8-7-3-2-3:

Floor Level Wi(KN)floor

Height(m)

floor heightfrom Base

level zi(m)

wi*ziwi*zi

/wi*ziFi(KN)

Upper roof 2745 2.5 14 38435.63 0.11 243.6

Roof 10317 3 11.5 118644.8 0.35 752.0

2nd FL 12921 3 8.5 109830.8 0.32 696.1

1st FL 12921 3 5.5 71066.99 0.21 450.4

GF 405 2.5 2.5 1013.035 0.00 6.4

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 0.00 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 0.00 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 39310 14 338991.2 1.00 2148.5

Eq(8-18)

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Designed by:-

Checked by:-

d- Horizontal Design spectrum for elastic Curve according Clause 8-4-2 & Figure 8-2 :

Period

sec/ Sd (T)

To 0.000 1.765800 Eq 8-11

TB 0.100 1.324350 Eq 8-12

TC 0.300 1.324350 Eq 8-13

0.390 1.018731

0.480 0.827719

0.570 0.697026

0.660 0.601977

0.750 0.529740

0.840 0.472982

0.930 0.427210

1.020 0.389515

1.110 0.357932TD 1.200 0.331088

1.480 0.294300

1.760 0.294300

2.040 0.294300

2.320 0.294300

2.600 0.294300

2.880 0.294300

3.160 0.294300

3.440 0.294300

3.720 0.294300

4.000 0.294300

Eq 8-14

Eq 8-15

0.000000

0.100000

0.200000

0.300000

0.400000

0.5000000.600000

0.700000

0.800000

0.900000

1.000000

1.100000

1.200000

1.300000

1.400000

1.500000

1.600000

1.7000001.800000

1.900000

0 0.4 0.8 1.2 1.6 2 2.4 2.8 3.2 3.6 4 4.4

Period sec / Sd (T)

Period sec / Sd (T)

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TABLE 8-2 - EGYPT SEISMIC ZONE FACTOR Z

SEISMIC ZONE Spectral

Acceleration ag

1 0.100

2 0.125

3 0.150

4 0.200

5A 0.250

5B 0.300

Type 1

Type 2

TABLE 16-JSOIL PROFILE TYPES

Soil Profile

Description Soil Profile Type

Hard Rock A

Rock B

Very Dense C

Soft Soil D

TABLE 8-9 - Importance Factor

Importance

Group

Importance

Factor

I 1.40

II 1.20

III 1.00IV 0.80

Response Curve


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Annex 8-A -R Response modification factor

R

2.0

3.0

3.5

4.5

5.0

6.0

7.0

Ct Values -Annex 8-B

0.085

0.075 for RC moment-resisting frames

0.05 for all other buildings

for steel moment-resisting frames


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Table 8-4 Damping correction factor

Building Type v

Steel with

welded

connections

1.20 1.00

Steel with bolted

or riveted

connections

1.05 0.75

RC bldg. 1.00 0.70

Prestressed RC

bldg.1.05 0.75

C.M.U bldg. 0.95 0.65

Subsoil Class S TB TC TD

A 1.00 0.05 0.25 1.20

B 1.35 0.05 0.25 1.20

C 1.50 0.10 0.25 1.20

D 1.80 0.10 0.30 1.20

Subsoil Class S TB TC TD

A 1.00 0.15 0.40 2.00

B 1.20 0.15 0.50 2.00

C 1.25 0.20 0.60 2.00

D 1.35 0.20 0.80 2.00

Table 8-3A S,TB, TC, TDcoefficients for Response Curve Type 1

Table 8-3B S,TB, TC, TD coefficients for Response Curve Type 2


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http://www.seismo.ethz.ch/static/gshap/relemr/emed-haz.gif
http://www.seismo.ethz.ch/static/gshap/relemr/emed-haz.gifhttp://www.seismo.ethz.ch/static/gshap/relemr/emed-haz.gif


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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

learning website

engineering videos

A collection of online learning in all different subjects (Videos + Books)

for ppt files

learning wedsite

learning web site

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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ECP201-2008 Earthquake Lateral Forces -Protected-09!06!2012 (2)