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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:- 13-Mar-22 INPUT Building Location KSA SEISMIC ZONE 3 Z factor 0.3 TABLE 16-I Soil Profile Descript Stiff Soil Soil Profile Type SD TABLE 16-J 1 TABLE 16-S 1 TABLE 16-T Ca 0.36 TABLE 16-Q Cv 0.54 TABLE 16-R R 8.5 TABLE 16-N 0.0731 (0.030 in ft)for RC moment-resisting fr 14.6 m W Building Total Wgt. 47062 KN Ta ( Period) 0.546 Eq (30-8) I (Importance Factor 1.00 TABLE 16-K = 0.1164W Eq (30-4) = 0.1059W Eq (30-5) = 0.0396W Eq (30-6) = 0.0282W Eq (30-7) V Total base shear 0.1059W= 4983.04 KN , Sec 1630.2.1 0.00 KN ,Eq (30-14) Eq (30-15) V (KN) L1 1000 2.5 2.5 2500 0.01 4983.04 L2 13738.5 3.1 5.6 76935.6 0.18 4983.04 L3 13738.5 3 8.6 118151.1 0.28 4983.04 L4 14377.5 3 11.6 166779 0.39 4983.04 L5 4207.5 3 14.6 61429.5 0.14 4983.04 L6 0 0 0.00 4983.04 L7 0 0 0.00 4983.04 L8 0 0 0.00 4983.04 L9 0 0 0.00 4983.04 L10 0 0 0.00 4983.04 L11 0 0 0.00 4983.04 Na For Zone 4 only Nv For Zone 4 only Ct hn 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

UBC97 Earthquake Lateral Forces

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

Location:- KSA Date:- 17-Apr-23

INPUTBuilding Location KSASEISMIC ZONE 3Z factor 0.3 TABLE 16-ISoil Profile Description Stiff SoilSoil Profile Type SD TABLE 16-J

1 TABLE 16-S1 TABLE 16-T

Ca 0.36 TABLE 16-QCv 0.54 TABLE 16-RR 8.5 TABLE 16-N

0.0731 (0.030 in ft)for RC moment-resisting frames14.6 m

W Building Total Wgt. 47062 KNTa ( Period) 0.546 Eq (30-8)I (Importance Factor) 1.00 TABLE 16-K

= 0.1164W Eq (30-4)

= 0.1059W Eq (30-5)

= 0.0396W Eq (30-6)

= 0.0282W Eq (30-7)

V Total base shear 0.1059W= 4983.04 KN , Sec 1630.2.1

0.00 KN ,Eq (30-14)

Eq (30-15)

V (KN)

L1 1000 2.5 2.5 2500 0.01 4983.04 29.26L2 13738.5 3.1 5.6 76935.6 0.18 4983.04 900.37L3 13738.5 3 8.6 118151.1 0.28 4983.04 1382.71L4 14377.5 3 11.6 166779 0.39 4983.04 1951.80L5 4207.5 3 14.6 61429.5 0.14 4983.04 718.90L6 0 0 0.00 4983.04 0.00L7 0 0 0.00 4983.04 0.00L8 0 0 0.00 4983.04 0.00L9 0 0 0.00 4983.04 0.00

L10 0 0 0.00 4983.04 0.00L11 0 0 0.00 4983.04 0.00

Na For Zone 4 only

Nv For Zone 4 only

Ct

hn

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*hx

wx*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
B20
importance factor given in Table 16-K.
B28
The concentrated force Ft at the top

Page 2 of 15

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

Location:- KSA Date:- 17-Apr-23

L12 0 0 0.00 4983.04 0.00L13 0 0 0.00 4983.04 0.00L14 0 0 0.00 4983.04 0.00L15 0 0 0.00 4983.04 0.00L16 0 0 0.00 4983.04 0.00L17 0 0 0.00 4983.04 0.00L18 0 0 0.00 4983.04 0.00L19 0 0 0.00 4983.04 0.00L20 0 0 0.00 4983.04 0.00L21 0 0 0.00 4983.04 0.00L22 0 0 0.00 4983.04 0.00L23 0 0 0.00 4983.04 0.00L24 0 0 0.00 4983.04 0.00L25 0 0 0.00 4983.04 0.00L26 0 0 0.00 4983.04 0.00L27 0 0 0.00 4983.04 0.00L28 0 0 0.00 4983.04 0.00L29 0 0 0.00 4983.04 0.00L30 0 0 0.00 4983.04 0.00L31 0 0 0.00 4983.04 0.00L32 0 0 0.00 4983.04 0.00L33 0 0 0.00 4983.04 0.00L34 0 0 0.00 4983.04 0.00L35 0 0 0.00 4983.04 0.00L36 0 0 0.00 4983.04 0.00L37 0 0 0.00 4983.04 0.00L38 0 0 0.00 4983.04 0.00L39 0 0 0.00 4983.04 0.00L40 0 0 0.00 4983.04 0.00L41 0 0 0.00 4983.04 0.00L42 0 0 0.00 4983.04 0.00L43 0 0 0.00 4983.04 0.00L44 0 0 0.00 4983.04 0.00L45 0 0 0.00 4983.04 0.00

Sum 47062 14.6 425795.2 0.00

Total 4983.04Ft

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 of 15

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

Location:- KSA Date:- 17-Apr-23

0.600 sec FIGURE 16-30.120 sec FIGURE 16-3

Period /Acceleration

T=0 0.000 0.3600.120 0.900

0.600 0.9000.800 0.6751.000 0.5401.200 0.4501.400 0.3861.600 0.3381.800 0.3002.000 0.2702.500 0.2163.000 0.1803.500 0.1544.000 0.1354.500 0.1205.000 0.1085.500 0.0986.000 0.0906.500 0.0837.000 0.0777.500 0.0728.000 0.0688.500 0.0649.000 0.0609.500 0.057

10.000 0.054

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

0.550

0.600

0.650

0.700

0.750

0.800

0.850

0.900

0.950

Period /Acceleration

Period /Ac-celeration

E4
Author: This sheet created by M. Abushady for comments & notes on it. Send an e-mail to [email protected]

TABLE 16-I—SEISMIC ZONE FACTOR ZZone Z

1 0.0752A 0.152B 0.23 0.34 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 0.3 0.4SA 0.06 0.12 0.16 0.24 0.32SB 0.08 0.15 0.2 0.3 0.4SC 0.09 0.18 0.24 0.33 0.4SD 0.12 0.22 0.28 0.36 0.44SE 0.19 0.3 0.34 0.36 0.36SF 0 0 0 0 0

TABLE 16-R—SEISMIC COEFFICIENT Cv

SOIL PROFILE TYPEZ Seismic Zone Factor

0.075 0.15 0.2 0.3 0.4SA 0.06 0.12 0.16 0.24 0.32SB 0.08 0.15 0.2 0.3 0.4SC 0.13 0.25 0.32 0.45 0.56SD 0.18 0.32 0.4 0.54 0.64SE 0.26 0.5 0.64 0.84 0.96SF 0 0 0 0 0

Soil Profile Description

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

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 PGA

Egypt PGA(NOAA's National Weather Service)Pacific Tsunami Warning CenterRichter 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

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/

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

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

eu.wiley.com

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

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/

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