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UBC97 Earthquak Lateral Forces-Edit Protected -09!06!2012

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Earthquake Lateral Forces according UBC97: Project :- Project Name Designed by:- M.A.S. Building :- Tower Checked by:- M.A.S. Location:- KSA Date:- 06-Jun-22 INPUT Building Location KSA SEISMIC ZONE 2A Z factor 0.15 TABLE 16-I Soil Profile Descript Very Dense Soil Profile Type SC TABLE 16-J 1 TABLE 16-S 1 TABLE 16-T Ca 0.18 TABLE 16-Q Cv 0.25 TABLE 16-R R 5 TABLE 16-N 0.0731 (0.030 in ft)for RC moment-resisting fr 14 m W Building Total Wgt. 39310.095393 KN Ta ( Approx. Period) 0.5291 Eq (30-8) = 0.7410 sec. I (Importance Factor 1.00 TABLE 16-K = 0.7410 sec. = 0.0675W Eq (30-4) = 0.0900W Eq (30-5) = 0.0198W Eq (30-6) = 0.0240W Eq (30-7) V Total base shear 0.0675W= 2652.50 KN , Sec 1630.2.1 137.59 KN ,Eq (30-14) Eq (30-15) V (KN) L4 2745 2.5 14 38435.63 0.11 2652.50 L3 10317 3 11.5 118644.8 0.35 2652.50 L2 12921 3 8.5 109830.8 0.32 2652.50 L1 12921 3 5.5 71066.99 0.21 2652.50 L0 405 2.5 2.5 1013.035 0.00 2652.50 0 0 0.00 2652.50 0 0 0.00 2652.50 0 0 0.00 2652.50 0 0 0.00 2652.50 0 0 0.00 2652.50 0 0 0.00 2652.50 Na For Zone 4 only Nv For Zone 4 only Ct hn TEtabs Tused a- Calculating V using Static Force Procedure according UBC97 section 1630 Ft at Top Floo r Leve l wx (KN) floor Height(m) hx (m) wx*hx wx*hx /Σwi*hi
Transcript
Page 1: UBC97 Earthquak Lateral Forces-Edit Protected -09!06!2012

Earthquake Lateral Forces according UBC97:Project :- Project Name Designed by:- M.A.S. Rev00Building :- Tower Checked by:- M.A.S.

Location:- KSA Date:- 08-Apr-23

INPUTBuilding Location KSASEISMIC ZONE 2AZ factor 0.15 TABLE 16-ISoil Profile Description Very DenseSoil Profile Type SC TABLE 16-J

1 TABLE 16-S

1 TABLE 16-TCa 0.18 TABLE 16-QCv 0.25 TABLE 16-RR 5 TABLE 16-N

0.0731 (0.030 in ft)for RC moment-resisting frames

14 mW Building Total Wgt. 39310.095393 KN

Ta ( Approx. Period) 0.5291 Eq (30-8) = 0.7410 sec.

I (Importance Factor) 1.00 TABLE 16-K = 0.7410 sec.

= 0.0675W Eq (30-4)

= 0.0900W Eq (30-5)

= 0.0198W Eq (30-6)

= 0.0240W Eq (30-7)

V Total base shear 0.0675W= 2652.50 KN , Sec 1630.2.1

137.59 KN ,Eq (30-14)

Eq (30-15)

V (KN)

L4 2745 2.5 14 38435.63 0.11 2652.50 422.73L3 10317 3 11.5 118644.8 0.35 2652.50 880.21L2 12921 3 8.5 109830.8 0.32 2652.50 814.82L1 12921 3 5.5 71066.99 0.21 2652.50 527.23L0 405 2.5 2.5 1013.035 0.00 2652.50 7.52

0 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.00

Na For Zone 4 only

Nv For Zone 4 only

Ct

hn

TEtabs

Tused

a- Calculating V using Static Force Procedure according UBC97 section 1630.2:

Ft at Top

Floor Level

wx (KN) floor Height(m)

hx (m) wx*hxwx*hx /Σwi*hi

Fx / Floor KN

E4
Author: This sheet created by M. Abushady for comments & notes on it. Send an e-mail to [email protected]
B8
Seismic Zone Factor
B11
NEAR-SOURCE FACTOR For Zone 4 Only
B12
NEAR-SOURCE FACTOR For Zone 4 Only
B13
SEISMIC COEFFICIENT Ca
B14
SEISMIC COEFFICIENT Cv
B15
numerical coefficient representative of the inherent overstrength and global ductility capacity of lateralforce resisting systems, as set forth in Table 16-N or 16-P.
B16
numerical coefficient given in Section 1630.2.2
B17
Building Total Height
B18
Building Total Height
B19
elastic fundamental period of vibration, in seconds, of the structure in the direction under consideration
E19
Tetabs is the calculated period by Etabs, you can get it from File==> print table==> summary report. If you leave it blanked or equal zero, the V will calculated according Ta in Cell C19
B20
importance factor given in Table 16-K.
B28
The concentrated force Ft at the top
Page 2: UBC97 Earthquak Lateral Forces-Edit Protected -09!06!2012

Earthquake Lateral Forces according UBC97:Project :- Project Name Designed by:- M.A.S. Rev00Building :- Tower Checked by:- M.A.S.

Location:- KSA Date:- 08-Apr-23

0 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.000 0 0.00 2652.50 0.00

Sum 39310.095393 14 338991.2 137.59

Total 2790.09

Ft

E4
Author: This sheet created by M. Abushady for comments & notes on it. Send an e-mail to [email protected]
G76
The concentrated force Ft at the top
Page 3: UBC97 Earthquak Lateral Forces-Edit Protected -09!06!2012

Earthquake Lateral Forces according UBC97:Project :- Project Name Designed by:- M.A.S. Rev00Building :- Tower Checked by:- M.A.S.

Location:- KSA Date:- 08-Apr-23

0.556 sec FIGURE 16-3

0.111 sec FIGURE 16-3

Period /Acceleration

T=0 0.000 0.180

0.111 0.450

0.556 0.450

0.800 0.3131.000 0.2501.200 0.2081.400 0.1791.600 0.1561.800 0.1392.000 0.1252.500 0.1003.000 0.0833.500 0.0714.000 0.0634.500 0.0565.000 0.0505.500 0.0456.000 0.0426.500 0.0387.000 0.0367.500 0.0338.000 0.0318.500 0.0299.000 0.0289.500 0.02610.000 0.025

b- elastic Response Spectrum curve according UBC97 section 1631.5.1:

Ts

To

T=To

T=Ts

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 9.5 100.000

0.050

0.100

0.150

0.200

0.250

0.300

0.350

0.400

0.450

0.500

Period /Acceleration

Period /Accel...

E4
Author: This sheet created by M. Abushady for comments & notes on it. Send an e-mail to [email protected]
Page 4: UBC97 Earthquak Lateral Forces-Edit Protected -09!06!2012

TABLE 16-I—SEISMIC ZONE FACTOR Z

Zone Z1 0.075

2A 0.152B 0.23 0.3

4 0.4

TABLE 16-J—SOIL PROFILE TYPES

Soil Profile TypeHard Rock SA

Rock SBVery Dense SC

Stiff Soil SDSoft Soil SE

Weak Soil SF

TABLE 16-Q—SEISMIC COEFFICIENT Ca

SOIL PROFILE TYPEZ Seismic Zone Factor

0.075 0.15 0.2 0.3SA 0.06 0.12 0.16 0.24SB 0.08 0.15 0.2 0.3SC 0.09 0.18 0.24 0.33SD 0.12 0.22 0.28 0.36SE 0.19 0.3 0.34 0.36SF 0 0 0 0

TABLE 16-R—SEISMIC COEFFICIENT Cv

SOIL PROFILE TYPEZ Seismic Zone Factor

0.075 0.15 0.2 0.3SA 0.06 0.12 0.16 0.24SB 0.08 0.15 0.2 0.3SC 0.13 0.25 0.32 0.45SD 0.18 0.32 0.4 0.54SE 0.26 0.5 0.64 0.84SF 0 0 0 0

Soil Profile Description

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Page 8: UBC97 Earthquak Lateral Forces-Edit Protected -09!06!2012

Ct Values0.0853 (0.035 in ft)for steel moment-resisting frames0.0731 (0.030 in ft)for RC moment-resisting frames and eccentrically braced frames0.0488 (0.020 in ft)for all other buildings

Z Seismic Zone Factor

0.40.320.40.40.440.36

0

Z Seismic Zone Factor

0.40.320.40.560.640.96

0

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Page 12: UBC97 Earthquak Lateral Forces-Edit Protected -09!06!2012

and eccentrically braced frames

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Page 15: UBC97 Earthquak Lateral Forces-Edit Protected -09!06!2012

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

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Page 18: UBC97 Earthquak Lateral Forces-Edit Protected -09!06!2012

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

Page 19: UBC97 Earthquak Lateral Forces-Edit Protected -09!06!2012

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 Program The National Institute of Building SciencesAWC American Wood CouncilAWWA CODE American Water Works AssociationANSI code American National Standards InstituteAmerican Iron and Steel InstituteSteel Deck InstituteThe Steel Joist InstituteCCFSS The Center for Cold-Formed Steel Structures AREMA CODE American Railway Engineering and Maintenance-of-Way Associationstructural engineers associationwww.seaint.orgSEAOC Structural Engineers Association of California ATC Applied Technology Council Structural Engineers Association of CaliforniaFHWA The Federal Highway AdministrationNCMA The National Concrete Masonry AssociationASME 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 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 Center

Page 20: UBC97 Earthquak Lateral Forces-Edit Protected -09!06!2012

Richter magnitude scaleOpenSHA is an open-source,Java-based platform for conducting Seismic Hazard Analysis 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 steel

unit convertlearning website learning websiteengineering videosA collection of online learning in all different subjects (Videos + Books)for ppt fileslearning wedsitelearning web siteunit convertconstructiondetails.us.cype.com

www.modernsteel.com

www.aboutcivil.com www.books-by-isbn.com http://rapidlibrary.com/ http://skyscraperpage.com/ www.tallestbuildingintheworld.com

Page 21: UBC97 Earthquak Lateral Forces-Edit Protected -09!06!2012

www.bgstructuralengineering.com www.iso.org www.eurocode.infowww.aisc.org www.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.orghttp://steeljoist.org/ www.ccfssonline.orgwww.arema.orgwww.seaintarchive.org/group/seaint/www.seaint.org www.seaoc.org/www.atcouncil.orgwww.seaoc.orgwww.fhwa.dot.govwww.ncma.orgwww.asme.org www.ctbuh.org

www.cosmos-eq.org/http://db.cosmos-eq.org/scripts/default.plxhttp://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.htmlwww.nriag.sci.egwww.seismo.ethz.ch/static/gshap/http://www.seismo.ethz.ch/static/gshap/relemr/emed-haz.gif http://weather.gov/

Page 22: UBC97 Earthquak Lateral Forces-Edit Protected -09!06!2012

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

*****Bookstore websites:************************************************

eu.wiley.com

*****Useful websites:************************************************

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/

http://www.nhc.noaa.gov/gtwo_atl.shtml

www.mhprofessional.com

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


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