CANCELLED STRUCTURAL LOAD DATA UNIFIED FACILITIES CRITERIA (UFC)

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UFC 3-310-01
25 May 2005
with Change 1
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UNIFIED FACILITIES CRITERIA (UFC)
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STRUCTURAL LOAD DATA
APPROVED FOR PUBLIC RELEASE; DISTRIBUTION UNLIMITED
UFC 3-310-01
25 May 2005
with Change 1
UNIFIED FACILITIES CRITERIA (UFC)
STRUCTURAL LOAD DATA
U.S. ARMY CORPS OF ENGINEERS
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Any copyrighted material included in this UFC is identified at its point of use.
Use of the copyrighted material apart from this UFC must have the permission of the
copyright holder.
NAVAL FACILITIES ENGINEERING COMMAND (Preparing Activity)
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AIR FORCE CIVIL ENGINEER SUPPORT AGENCY
Record of Changes (changes are indicated by \1\ ... /1/)
Date
Dec 2005
Location
FOREWORD
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Change No.
1
This UFC supersedes UFC 3-310-01, dated 30 June 2000.
UFC 3-310-01
25 May 2005
FOREWORD
\1\
The Unified Facilities Criteria (UFC) system is prescribed by MIL-STD 3007 and provides
planning, design, construction, sustainment, restoration, and modernization criteria, and applies
to the Military Departments, the Defense Agencies, and the DoD Field Activities in accordance
with USD(AT&L) Memorandum dated 29 May 2002. UFC will be used for all DoD projects and
work for other customers where appropriate. All construction outside of the United States is
also governed by Status of forces Agreements (SOFA), Host Nation Funded Construction
Agreements (HNFA), and in some instances, Bilateral Infrastructure Agreements (BIA.)
Therefore, the acquisition team must ensure compliance with the more stringent of the UFC, the
SOFA, the HNFA, and the BIA, as applicable.
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UFC are living documents and will be periodically reviewed, updated, and made available to
users as part of the Services’ responsibility for providing technical criteria for military
construction. Headquarters, U.S. Army Corps of Engineers (HQUSACE), Naval Facilities
Engineering Command (NAVFAC), and Air Force Civil Engineer Support Agency (AFCESA) are
responsible for administration of the UFC system. Defense agencies should contact the
preparing service for document interpretation and improvements. Technical content of UFC is
the responsibility of the cognizant DoD working group. Recommended changes with supporting
rationale should be sent to the respective service proponent office by the following electronic
form: Criteria Change Request (CCR). The form is also accessible from the Internet sites listed
below.
UFC are effective upon issuance and are distributed only in electronic media from the following
source:
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Whole Building Design Guide web site http://dod.wbdg.org/.
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AUTHORIZED BY:
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Hard copies of UFC printed from electronic media should be checked against the current
electronic version prior to use to ensure that they are current. /1/
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______________________________________
DONALD L. BASHAM, P.E.
Chief, Engineering and Construction
U.S. Army Corps of Engineers
______________________________________
KATHLEEN I. FERGUSON, P.E.
The Deputy Civil Engineer
DCS/Installations & Logistics
Department of the Air Force
______________________________________
DR. JAMES W WRIGHT, P.E.
Chief Engineer
Naval Facilities Engineering Command
______________________________________
Dr. GET W. MOY, P.E.
Director, Installations Requirements and
Management
Office of the Deputy Under Secretary of Defense
(Installations and Environment)
UFC 3-310-01
25 May 2005
Unified Facilities Criteria (UFC)
Revision Summary Sheet
Subject: UFC 3-310-01, Design: Structural Load Data
Cancels: UFC 3-310-01, Load Assumptions for Buildings, dated 30 June 2000
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Description of Change: This update to UFC 3-310-01 compiles and updates the structural
loading data to be used in the design of buildings and other structures. The International
Building Code (IBC) has been adopted as the buildings code for the Department of Defense, as
modified by UFC 1-200-01. The load data included in UFC 3-310-01 compliments and expands
the usage of the IBC for DoD facilities in the following ways:
The minimum live load table is expanded to include DoD unique occupancies or
functions.
The design wind speed, ground snow loading, frost penetration depth, and seismic
spectral accelerations are identified at specific DoD facilities within the U.S. its
territories and possessions.
The best available design wind speed, ground snow loading, frost penetration depth,
and seismic spectral accelerations are identified at specific DoD facilities outside if
the U.S. its territories and possessions.
The best available design seismic spectral accelerations are provided at additional
locations overseas.
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Reasons for Change: The existing guidance was inadequate for the following reasons:
The minimum live load data in the existing UFC 3-310-01 did not mesh well with the
data in the IBC due to differences in terminology and conflicting / out of date
guidance.
The existing lists of DoD locations, both within the United States and overseas, were
incomplete and didn’t reflect many locations where installations had been eliminated.
The design wind speed and ground snow loading data in the existing UFC 3-310-01
was out of date and did not agree with the requirements of the IBC.
The design seismic spectral accelerations for specific DoD sites within the U.S. were
not available.
The listing of design seismic spectral accelerations outside of the U.S. was
inadequate, the data was out of date, and inaccurate.
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Impact: The following direct benefits will result from the update of UFC 3-310-01:
Creation of a single source reference for structural loading requirements that provide
clear and consistent guidance for the design of DoD facilities.
o Eliminates interpretation and ambiguity that could lead to design and
construction conflicts.
o Facilitates update and revision as better information becomes available.
Creation of up to date load data that compliments the IBC and allows the use of a
common minimum structural safety standards for all DoD facilities.
(The evaluation / update of the design seismic spectral accelerations at overseas sites
ensures that structures are designed to the appropriate level. Revision of the
seismic design values will typically result in reduced constructions costs since the
previous values were approximations that were often overly conservative.)
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UFC 3-310-01
25 May 2005
CONTENTS
Page
INTRODUCTION
1-6.6
1-7
1-8
PURPOSE AND SCOPE..........................................................1-1
BACKGROUND........................................................................1-1
APPLICABILITY ......................................................................1-1
CONFLICTS .............................................................................1-1
REFERENCES .........................................................................1-1
TECHNICAL GUIDANCE .........................................................1-1
IBC Section 1604.5 – Importance factors ……………………....1-2
IBC Section 1607 - LIVE LOADS .............................................1-4
IBC Section 1608 - SNOW LOADS ..........................................1-4
IBC Section 1609 – WIND LOADS ...........................................1-4
IBC Section 1615 - EARTHQUAKE LOADS–
SITE GROUND MOTION ………………………………………... 1-5
IBC Section 1805.2.1 – Frost Protection ..………………….… 1-5
REVISIONS ………………………………………………………...1-6
CREDITS …………………………………………………………. 1-6
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1-1
1-2
1-3
1-4
1-5
1-6
1-6.1
1-6.2
1-6.3
1-6.4
1-6.5
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Paragraph
ABBREVIATIONS ………………………………………………… A-1
APPENDIX B
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND
MINIMUM CONCENTRATED LIVE LOADS …………………... B-1
APPENDIX C
SITE SPECIFIC STRUCTURAL LOADING DATA –
UNITED STATES, ITS TERRITORIES AND
POSSESSIONS ………………………………………………….. C-1
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APPENDIX A
SITE SPECIFIC STRUCTURAL LOADING DATA –
OUTSIDE OF THE UNITED STATES, ITS TERRITORIES
AND POSSESSIONS ……………………………………………. D-1
APPENDIX E
EARTHQUAKE LOADING DATA AT ADDITIONAL
LOCATIONS OUTSIDE OF THE UNITED STATES, ITS
TERRITORIES AND POSSESSIONS …………………………. E-1
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APPENDIX D
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UFC 3-310-01
25 May 2005
TABLES
B-1
C-1
C-2
D-1
D-2
CLASSIFICATION OF BUILDINGS AND OTHER STRUCTURES
FOR IMPORTANCE FACTORS ………………………………………… 1-2
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND
MINIMUM CONCENTRATED LIVE LOADS ……………………..……. B-1
STRUCTURAL CLIMATIC LOADING DATA –
UNITED STATES, ITS TERRITORIES AND POSSESSIONS ……… C-1
EARTHQUAKE LOADING DATA – UNITED STATES, ITS
TERRITORIES AND POSSESSIONS ………….………………..…… C-13
STRUCTURAL CLIMATIC LOADING DATA – OUTSIDE OF THE
UNITED STATES, ITS TERRITORIES AND POSSESSIONS ………. D-1
EARTHQUAKE LOADING DATA – OUTSIDE OF THE
UNITED STATES, ITS TERRITORIES AND POSSESSIONS …..….. D-9
EARTHQUAKE LOADING DATA AT ADDITIONAL SELECTED
LOCATIONS OUTSIDE OF THE UNITED STATES, ITS
TERRITORIES AND POSSESSIONS ………………………………….. E-1
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E-1
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Table
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UFC 3-310-01
25 May 2005
INTRODUCTION
1-1
PURPOSE AND SCOPE. This UFC provides structural loading data for the
planning, design and construction of buildings for the Department of Defense (DOD).
The loading data includes available site-specific ground snow load, basic wind speed,
seismic spectral accelerations, and frost penetration at significant DOD installations
worldwide. Also included are minimum live loadings for various facility occupancies and
uses.
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1-2
BACKGROUND. UFC 1-200-01 adopts and modifies the International
Building Code (IBC) as the building code for DOD. Structural loading data including
minimum live loads, ground snow load, basic wind speed, and seismic spectral
accelerations, is provided for locations within the United States in chapters 1607, 1608,
1609, and 1615 of the IBC. The information included in UFC 3-310-01 is intended as a
tool to assist in the consistent interpretation of the data in the IBC at significant DOD
installations within the United States, and as the basis for applying the provisions of the
UFC 1-200-01 to significant DOD installations outside of the United States.
1-3
APPLICABILITY. This UFC applies to all service elements and contractors
involved in the planning, design and construction of DOD facilities worldwide.
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International Building Code (IBC), 2003 (http://www.iccsafe.org/)
Seismic Design Parameters (Version 3.10), International Council of
Building Officials and the International Code Council in conjunction with
the United States Geological Survey, the Building Seismic Safety
Council, the Federal Emergency Management Agency, E.V.
Leyendecker, A.D. Frankel, and K.S. Rukstales. Copies available from:
Building Seismic Safety Council, 1090 Vermont Avenue, NW, Suite
700, Washington, DC 20005 (telephone: 202-289-7800; fax: 202-2891092; web site: http://www.bssconline.org/index.html).
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REFERENCES.
UFC 1-200-01, Design: General Building Requirements (http://dod.wbdg.org/)
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1-5
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CONFLICTS. This UFC supplements the information contained in the IBC as
modified by UFC 1-200-01. All sections of the IBC as modified by UFC 1-200-01
remain in effect. If any conflicts or disagreements exist, the IBC as modified by UFC 1200-01, will govern. Bring all apparent conflicts to the attention of the authorizing
design agency for additional guidance.
1-6
TECHNICAL GUIDANCE. The provisions of the IBC, as modified by UFC 1200-01, govern the structural design of buildings, structures and portions thereof, with
the following modifications.
1-1
UFC 3-310-01
25 May 2005
1-6.1
IBC Section 1604.5 – Importance factors. Use Table 1 below to determine
the importance factor for snow load, wind load and seismic load in lieu of Table 1604-5,
“Classification of Buildings and Other Structures for Importance Factors".
TABLE 1
CLASSIFICATION OF BUILDINGS AND OTHER STRUCTURES
FOR IMPORTANCE FACTORS
Occupancy
Category
I
I
Buildings and other structures that represent a low
hazard to human life in the event of failure,
including, but not limited to:
• Agricultural facilities
• Certain temporary facilities
• Minor storage facilities
Buildings and other structures except those listed
in Categories I, III, IV and V
Buildings and other structures that represent a
substantial hazard to human life or represent
significant economic loss in the event of failure,
including, but not limited to:
• Buildings and other structures where more than 300
people congregate in one area
• Buildings and other structures with elementary school,
secondary school, or daycare facilities with an occupant
load greater than 250
• Buildings and other structures with an occupant load
greater than 500
• Health care facilities with an occupant load of 50 or
more resident patients, but not having surgery or
emergency treatment facilities
• Jails and detention facilities
• Structures and equipment in power-generating
stations; water treatment facilities that are required for
primary treatment and disinfecting of potable water;
waste water treatment facilities that are required for
primary treatment; and other public utility facilities that
are not included in Categories IV and V
• Buildings and other structures not included in
Categories IV and V containing sufficient quantities of
toxic, flammable, or explosive substances to be
dangerous to the public if released
• Facilities having high-value equipment, as designated
by the using agency
Snow
Factor
IS
Wind
Factor
IW
1.00
0.8
0.87a
1.00
1.00
1.00
1.25
1.10
1.15
III
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Seismic
Factor
IE
Nature of Occupancy
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Seismic
Use
Group
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UFC 3-310-01
25 May 2005
Seismic
Use
Group
Occupancy
Category
Seismic
Factor
IE
Nature of Occupancy
Snow
Factor
IS
1.15
1.70C
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Buildings and other structures designed as
essential facilities, including, but not limited to:
• Hospitals and other health care facilities having
surgery or emergency treatment facilities
• Fire, rescue, and police stations, and emergency
vehicle garages
• Designated earthquake, hurricane, or other
emergency shelters
• Designated emergency preparedness,
communication, and operation centers, and other
facilities required for emergency response
• Power-generating stations and other utility facilities
required for primary power or as emergency backup
facilities for Category IV structures
1.20
1.50b
III
IV
• Structures containing highly toxic materials as defined
by Section 307, where the quantity of material exceeds
the maximum allowable quantities of Table 307.7(2)
• Aviation control towers, air traffic control centers, and
emergency aircraft hangars that house aircraft required
for post-earthquake emergency response
• Buildings and other structures not included in
Category V, having DOD mission-essential command,
control, primary communications, data handling, and
intelligence functions that are not duplicated at
geographically separate locations, as designated by the
using agency
• Water treatment facilities required to maintain water
pressure for fire suppression
Facilities designed as national strategic military
assets, including, but not limited to:
• Key national defense assets (e.g. National Missile
Defense facilities), as designated by the using agency
• Facilities involved in operational missile control,
launch, tracking, or other critical defense capabilities
• Emergency backup power-generating facilities
required for primary power for Category V structures
1.50C
N/AC
IVC
VC
• Power-generating stations and other utility facilities
required for primary power for Category V structures, if
emergency backup power generating facilities are not
available
• Facilities involved in storage, handling, or processing
of nuclear, chemical, biological, or radiological
materials, where structural failure could have
widespread catastrophic consequences, as designated
by the using agency.
Notes to Table 1, “CLASSIFICATION OF BUILDINGS AND OTHER STRUCTURES FOR
IMPORTANCE FACTORS”
Wind
Factor
IW
a. In hurricane-prone regions with V>100 miles per hour, Iw shall be 0.77.
b. In the Optional Procedure for the Design of SUG III-A Facilities, IE = 1.0 (See IBC Section 1616.6.2).
c. A new Category and Seismic Use Group have been added to address national strategic military assets.
A Seismic Importance Factor, IE, is not required for the design of these facilities.
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UFC 3-310-01
25 May 2005
1-6.2
IBC Section 1607 – LIVE LOADS. Replace table 1607.1, Minimum
Uniformly Distributed Live Loads and Minimum Concentrated Live Loads, with table B-1
of this UFC. Table B-1 includes IBC Table 1607.1 with additional Occupancy or Use
classifications for military facilities. The additional classifications that have been added
to IBC Table 1607.1 for military facilities are shown in bold italics within Table B-1.
1-6.3
IBC Section 1608 – SNOW LOADS. Ground snow loads are identified in
Appendices C and D for specific locations.
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Locations with ground snow load of ‘CS’ indicates that site specific Case
Studies are required to establish ground snow loads due to potential extreme local
variations in local ground snow loads.
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1-6.3.1 Within the United States. Ground snow loads at DOD installations within the
United States, territories and possessions are identified in table C-1 to facilitate
consistent interpretation of the information provided in figure 1608.2 and table 1608.2 of
the IBC.
1-6.3.2 Outside of the United States. Ground snow loads at specific locations
outside of the United States, territories and possessions are identified in table D-1. At
locations where the ground snow load is not provided, use the best available locality
information. For additional guidance contact the authorizing design agency.
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1-6.4
Section 1609 – WIND LOADS. Basic wind speeds (3-second gust) are
identified in Appendices C and D for specific locations.
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Mountainous terrain, gorges, ocean promontories, and locations designated
as ‘Special’ must be examined for unusual wind conditions.
1-6.4.1 Within the United States. Basic wind speeds at DOD installations within the
United States, territories and possessions are identified in table C-1 to facilitate
consistent interpretation of the information provided in figure 1609 of the IBC.
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1-6.4.2 Outside of the United States. Basic wind speeds at specific locations
outside of the United States, territories and possessions are identified in table D-1. At
locations where the basic wind speed is not provided, use the best available locality
information. For additional guidance contact the authorizing design agency.
The wind speed data in table D-1 was derived from MILITARY HANDBOOK
1002/2A, adjusted to reflect a 50-year recurrence interval, and supplemented with
available site specific evaluations. If reliable local information is available it may be
used in lieu of the listed data with the approval of the authorizing design agency. As
better site-specific information becomes available Appendix D will be revised
accordingly. Use a minimum wind speed of 137 km/h (85 mph) at all locations
unless a lower wind speed is approved by the authorizing design agency.
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UFC 3-310-01
25 May 2005
1-6.5
IBC Section 1615 – EARTHQUAKE LOADS– SITE GROUND MOTION.
Seismic spectral response acceleration data is provided in appendices C and D for
specific locations. The short period spectral acceleration corresponding to a period of
0.2 seconds (SS) and the 1-second spectral period acceleration (S1) have been
identified for both the Maximum Considered Earthquake (MCE) and the 10/50
Earthquake, defined as an earthquake with a 10 percent probability of being exceeded
in 50 years.
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The seismic design parameters in appendices C and D are typically provided
at the approximate geographical centroid of the installation / city. For larger installations
and where the potential seismic accelerations vary considerably over relative short
distances, it may not be adequate to use the acceleration values at the installation
centroid. At select locations the maximum and minimum value of SS and S1 within the
installation is listed. Use the maximum values unless site-specific location (latitude /
longitude) information is available and lesser values can be justified by the use of figure
1615 of the IBC or by approved computerized tools for determining seismic design
parameters. For additional guidance contact the authorizing design agency.
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1-6.5.1
Within the United States. Seismic design data at DOD installations within
the United States, territories and possessions is identified in table C-2 to facilitate
consistent interpretation of the information provided in figure 1615 of the IBC. The data
was determined using the software, “Seismic Design Parameters” Version 3.10, and is
based upon geographical location data for each installation. This program or other
similar software may be used to determine seismic design data where site-specific
location information is available, with the approval of the authorizing design agency.
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1-6.5.2 Outside of the United States. Seismic design data at specific locations
outside of the United States is identified in table D-2. Use the best available locality
information at locations where the earthquake accelerations are not provided. The
information shown is, with a few exceptions, not based upon detailed site-specific
assessments. If better information is available at a specific location it may be used with
the approval of the authorizing design agency.
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Table E-1 in Appendix E provides best available seismic design data at
additional locations outside of the United States.
1-6.6
IBC Section 1805.2.1 – Frost Protection. The minimum depth of footings
below the undisturbed ground surface must be 305 mm (12 inches). Protect foundation
walls, piers and other permanent supports of buildings and structures from frost as
described in the IBC as modified by UFC 1-200-01.
Depths to the frost line have been identified in table C-1 for locations within
the United States, territories and possessions, and in table D-1 for specific locations
outside of the United States. Use the best available locality information at locations
where frost depth values are not provided. For additional guidance contact the
authorizing design agency.
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UFC 3-310-01
25 May 2005
1-7
REVISIONS. The information in this UFC will be revised on an as needed
basis as DOD installations close or new installations are added. In addition, structural
load data will be revised or supplemented as new or better information comes available.
Contact a representative to the DOD Structural Discipline Working Group to
recommend additions or changes.
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CREDITS. The climatic loading data for locations within the United States,
its territories and possessions is based upon figures 1608.2 and 1609 of the 2003 IBC
supplemented with additional data taken from the previous edition of UFC 3-310-01 and
Military Handbook 1002/2A. The International Code Council provided electronic
versions of the figures from the IBC. These electronic maps greatly facilitated this effort
and enhanced the accuracy of the information at individual locations.
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The climatic loading data for locations outside of the United States, it
territories and possessions represents the best available information to date based
upon the previous edition of UFC 3-310-01, and Military Handbook 1002/2A,
supplemented by recommendations from regional engineers and the Pond & Company
study Structural Engineering Design Parameters for OCONUS Locations, 21 September
2001.
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The earthquake loading data for locations within the United States, its
territories and possessions was determined utilizing the software, “Seismic Design
Parameters”, Version 3.10 that was developed by International Council of Building
Officials and the International Code Council in conjunction with the United States
Geological Survey, the Building Seismic Safety Council, the Federal Emergency
Management Agency, E.V. Leyendecker, A.D. Frankel, and K.S. Rukstales.
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Dr. E.V. Leyendecker of the United States Geological Survey (USGS)
provided the earthquake loading data for locations outside of the United States its
territories and possessions. The Global Seismic Hazard Assessment Program
provided the basis for this effort.
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Dr. John R. Hayes, Jr. (Jack) of the Engineer Research and Development
Center, Army Corps of Engineers, Construction Engineering Research Laboratory
provided Table 1, “CLASSIFICATION OF BUILDINGS AND OTHER STRUCTURES
FOR IMPORTANCE FACTORS”. This table is based on table 1604.5 of the 2003 IBC
as modified for unique facilities within the Department of Defense.
Tables 1 and B-1 are based on tables 1604.5 and 1607.1 of the 2003 IBC, and
are reproduced with permission of the International Code Council.
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UFC 3-310-01
25 May 2005
APPENDIX A
ABBREVIATIONS
10/50. …… Earthquake with a10% probability of being exceeded in 50 years
CS. ……… Case Study
DOD. ……. Department of Defense
HVAC. ….. Heating Venting and Air Conditioning
in2. ……… Square Inches
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IP. ………. Inch-Pound
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%g. ……… Percent Gravity
kg/m3. ….. Kilogram per Cubic Meter
km/h. ……. Kilometer per Hour
kN. ………. Kilo Newton
kPa. ……… Kilopascal
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lbs. ……… Pounds
C
kN/m2. …… Kilo Newton per Square Meter
MCE. ……. Maximum Considered Earthquake (2% probability of being exceeded in 50
years)
Millimeter
mm2. …….
Square Millimeter
C
mm. …….
mph. ……. Miles per Hour
psf. ……… Pounds per Square Foot
SS. ………
Spectral Response Acceleration at Short Period (5% Critical Damping,
Site Class B)
S1. ……… Spectral Response Acceleration at 1 Second Period (5% Critical Damping,
Site Class B)
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UFC 3-310-01
25 May 2005
APPENDIX B
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM
CONCENTRATED LIVE LOADS
B-1
REFERENCES. All section references are to the International Building
Code (IBC) 2003. Table B-1 includes the IBC 2003 Table 1607.1 with additional
Occupancy or Use classification for military facilities that are shown in Bold-Italics.
OCCUPANCY OR USE
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TABLE B-1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS
AND MINIMUM CONCENTRATED LIVE LOADSg
UNIFORM
kPa
(psf)
2.4
4.8
50
100
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1. Access floor systems
Office use
Computer use
2. Ammunition Storage
High explosives (one story)
Inert explosives (one story)
Pyrotechnics (one story)
Small arms (one story)
Torpedo (one story)
3. Apartments (see residential)
4. Armories and drill rooms
5. Assembly areas and theaters
Fixed seats (fastened to floor)
Lobbies
Movable seats
Stages and platforms
Follow spot, projection and
control rooms
Catwalks
6. Balconies (exterior)
On one- and two-family
residences only, and not
exceeding 9.3m2 (100 ft.2)
7. Battery charging room
8. Boiler houses
9. Bowling alleys
10. Cleaning gear / trash room
compactor
11. Cold Storage (Food or
provision freezer)
First floor
Upper floors
12. Command Duty Officer Day
room
13. Cornices
14. Corridors, except as otherwise
indicated
15. Court rooms
16. Dance halls and ballrooms
23.9
23.9
23.9
23.9
16.8
--7.2
500
500
500
500
350
--150
2.9
4.8
4.8
6.0
60
100
100
125
2.4
1.9
4.8
50
40
100
CONCENTRATED
kN
(lbs.)
8.9
8.9
2,000
2,000
---
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-----
---
---
---
---
---------
---------
2.9
9.6
9.6
3.6
3.6
60
200
200
75
75
19.2
14.4
400
300
2.9
2.9
60
60
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4.8
3.8
4.8
100
80
100
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UFC 3-310-01
25 May 2005
OCCUPANCY OR USE
UNIFORM
kPa
(psf)
--4.8
1.9
--100
40
14.4
12.0
9.6
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30. Hospitals
Operating rooms, laboratories
Private rooms
Wards
Corridors above first floor
31. Hotels (see residential)
32. Incinerators; charging room
33. Laboratories, normal scientific
equipment
34. Latrines / Heads / Toilets /
Washroom
35. Libraries
Reading rooms
Stack rooms
Corridors above first floor
36. Manufacturing
Light
Heavy
37. Marquees and canopies
38. Mechanical equipment room
(general)
39. Mechanical room (HVAC)
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--1.33
--300
0.89
---
200
---
300
250
---
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200
12.0
4.8
1.9
See Section
1607.6 - IBC
9.6
---
250
100
40
See Section
1607.6 - IBC
200
---
Note a
See Section
1607.6 - IBC
-----
Note a
See Section
1607.6 - IBC
-----
3.6
4.8
75
100
-----
-----
Section
1607.7 - IBC
Section
1607.7 - IBC
Section
1607.7 - IBC
Section
1607.7 - IBC
2.9
1.9
1.9
3.8
--7.2
6.0
60
40
40
80
--150
125
4.45
4.45
4.45
4.45
-------
1,000
1,000
1,000
1,000
-------
3.6
75
---
---
2.9
7.2b
3.8
60
150b
80
4.45
4.45
4.45
1,000
1,000
1,000
6.0
12.0
3.6
125
250
75
8.9
13.34
---
2,000
3,000
---
4.8
6.0
100
125
-----
-----
C
25. Generator rooms
26. Grandstands (see stadium and
arena bleachers)
27. Guard House
28. Gymnasiums, main floors and
balconies
29. Handrails, guards and grab bars
100
Same as
Occupancy
Servedh
-----
EL
L
19. Dwellings (see residential)
20. Elevator machine room grating
(on area of 2600 mm2 (4 in.2 ))
21. Finish light floor plate construction
(on area of 650 mm2 (1 in.2 ))
22. Fire escapes
On single-family dwellings only
23. Galleys
Dishwashing rooms
General kitchen area
Provision storage (not
refrigerated)
Preparation room
Meat
Vegetable
24. Garages (passenger vehicles only)
Trucks & buses
4.8
Same as
Occupancy
Servedh
-----
ED
17. Dining rooms and restaurants
18. Decks
CONCENTRATED
kN
(lbs.)
B-2
UFC 3-310-01
25 May 2005
OCCUPANCY OR USE
UNIFORM
kPa
(psf)
150
100
-----
-----
4.8
2.4
3.8
100
50
80
8.9
8.9
8.9
2,000
2,000
2,000
40
100
---
---
100
125
200
100
60
100
100
---
---
-----------
-----------
7.2
150
---
---
9.6
12.0
13.2
200
250
275
---
---
0.5
10
1.0
20
1.4
30
---
---
1.9
40
1.9
40
4.8
Note c
100
Note c
---
---
Section
1607.11 - IBC
Section
1607.11 - IBC
Section
1607.11 - IBC
Section
1607.11 - IBC
1.9
3.8
4.8
40
80
100
4.45
4.45
4.45
1,000
1,000
1,000
1.9
4.8
4.8
6.0
9.6
4.8
2.9
4.8
4.8
ED
7.2
4.8
C
AN
C
EL
L
40. Mechanical telephone and radio
equipment room
41. Morgue
42. Office buildings
File and computer rooms shall
be designed for heavier
loads based on anticipated
occupancy
Lobbies and first floor corridors
Offices
Corridors above first floor
43. Penal Institutions
Cell blocks
Corridors
44. Post offices
General area
Work rooms
45. Power plants
46. Projection booths
47. Promenade roof
48. Pump houses
49. Recreation room
50. Receiving rooms (radio)
including roof areas
supporting antennas and
electronic equipment
51. Refrigeration storage rooms
Dairy
Meat
Vegetable
52. Residential
One & two family dwellings
Uninhabitable attics without
storage
Uninhabitable attics with
storage
Habitable attics and
sleeping areas
All other areas except
balconies and decks
Hotels and multifamily dwellings
Private rooms & corridors
serving them
Public rooms and corridors
serving them
53. Reviewing stands, grandstands
and bleachers
54. Roofs
55. Schools
Classrooms
Corridors above first floor
First floor corridors
CONCENTRATED
kN
(lbs.)
B-3
UFC 3-310-01
25 May 2005
66.
9.6
12.0
6.0
6.0
14.4
14.4
12.0d
200
250
125
125
300
300
250d
4.8c
2.9c
4.8
1.9
4.8
General
Light
Heavy
Aircraft
Building Materials
Drugs, paint, oil
Dry Provisions
Groceries, wine, Liquor
Light Tools
Pipe & metal
Paint and oil (one story)
Hardware
Stores
Retail
First floor
Upper floors
Wholesale, all floors
Tailor shop
Telephone exchange rooms and
central computer IT server
spaces
Vehicle barriers
AN
67. Walkways and elevated platforms
(other than exit ways)
68. Yards and terraces, pedestrian
CONCENTRATED
kN
(lbs.)
0.89
200
---
---
35.6e
8,000e
100
---
---
100c
60c
100
40
100
---
---
Note f
Note f
---
---
6.0
11.97
9.58
11.97
9.58
14.36
14.36
7.2
47.88
23.94
14.36
125
250
200
250
200
300
300
150
1000
500
300
4.8
3.6
6.0
3.6
100
75
125
75
4.45
4.45
4.45
---
1,000
1,000
1,000
---
7.2
150
8.9
2000
Section
1607.7 - IBC
Section
1607.7 - IBC
Section
1607.7 - IBC
Section
1607.7 - IBC
2.9
4.8
60
100
-----
-----
C
64.
65.
---
4.8
C
63.
---
EL
L
56. Scuttles, skylight ribs, and
accessible ceilings
57. Shops: Manufacturing and
Industrial
Aircraft utility
Assembly and repair
Bombsite (w/o shielding)
Carpenter
Electrical
Engine overhaul
58. Sidewalks, vehicular driveways
and yards, subject to trucking
59. Skating rinks
60. Stadiums and arenas
Bleachers
Fixed seats (fastened to floor)
61. Stairs and exits
One- and two-family dwellings
All other
62. Storage warehouses (shall be
designed for heavier loads if
required for anticipate storage)
UNIFORM
kPa
(psf)
ED
OCCUPANCY OR USE
B-4
UFC 3-310-01
25 May 2005
Notes to Table B-1, “MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND
MINIMUM CONCENTRATED LIVE LOADS”
For SI: 1 square inch = 645.16 mm2, 1 pound per square foot = 0.0479 kN/m2 = 0.0479
kPa, 1 pound = 0.004448 kN, 1 pound per cubic foot = 16 kg/m3.
ED
a. Floors in garages or portions of building used for the storage of motor vehicles shall
be designed for the uniformly distributed live loads shown or the following
concentrated loads: (1) for passenger cars accommodating not more than nine
passengers, 13.34 kN (3,000 pounds) acting on an area of 114 mm x 114 mm (4.5
inches x 4.5 inches); (2) for mechanical parking structures without slab or deck
which are used for storing passenger vehicles only, 10.0 kN (2,250 pounds) per
wheel.
b. The loading applies to stack room floors that support non-mobile, double-faced
library book stacks, subject to the following limitations:
EL
L
1) The nominal book stack unit height shall not exceed 2,290mm (90 inches).
2) The nominal shelf depth shall not exceed 305mm (12 inches) for each face; and
3) Parallel rows of double-faced book stacks shall be separated by aisles not less
than 915 mm (36 inches) wide.
c. Design in accordance with the ICC Standard on Bleachers, Folding and Telescoping
Seating and Grandstands.
C
d. Other uniform loads in accordance with an approved method which contains
provisions for truck loadings shall also be considered where appropriate.
e. The concentrated wheel load shall be applied on an area of 12,900 mm2 (20 square
inches).
AN
f. Minimum concentrated load on stair treads (on area of 2,600 mm2 (4 square inches))
is 1.3 kN (300 pounds).
C
g. Where snow loads occur that are in excess of the design conditions, the structure
shall be designed to support the loads due to the increased loads caused by drift
buildup or a greater snow design determined by the building official. (See IBC
Section 1608). For special-purpose roofs, see IBC Section 1607.11.2.2.
h. See IBC Section 1604.8.3 for decks attached to exterior walls.
B-5
UFC 3-310-01
25 May 2005
APPENDIX C
SITE SPECIFIC STRUCTURAL LOADING DATA –
UNITED STATES, ITS TERRITORIES AND POSSESSIONS
C-1
Climatic Loading Data Table. Site-specific structural climatic loading
data for DoD locations within the United States, its territories and possessions is
provided in Table C-1.
ED
C-2
Earthquake Loading Data Table. Site-specific earthquake loading data
for DoD locations within the United States, its territories and possessions is provided in
Table C-2.
TABLE C-1 STRUCTURAL CLIMATIC LOADING DATA –
UNITED STATES, ITS TERRITORIES AND POSSESSIONS
State
Base / City
Anniston Army
Depot
Birmingham
Fort McClellan
Fort Rucker
(psf)
(mph)
(inches)
kPa
km/h
mm
5
5
5
0
90
90
90
107
6
6
6
0
0.24
0.24
0.24
0.00
145
145
145
172
152
152
152
0
5
0
97
130
4
0
0.24
0.00
156
209
102
0
10
60
60
50
50
60
60
60
9
86
56
136
0.48
2.87
2.87
2.40
2.40
2.87
2.87
2.87
0.00
1.44
2.40
7.66
145
145
145
161
161
145
161
169
185
209
196
161
229
30
50
160
90
90
90
100
100
90
100
105
115
130
122
100
0
10
90
90
0
0
0.00
0.48
145
145
0
0
0
90
5
0.00
145
127
C
Alabama
EL
L
Ground Wind
Frost
Ground Wind
Frost
Snow Speed Penetration Snow Speed Penetration
TABLE C-1
AN
C
Alaska
Arizona
Maxwell-Gunther
AFB / Montgomery
Mobile
Redstone Arsenal /
Huntsville
Clear AS
Eielson AFB
Elmendorf AFB
Fort Richardson
Fort Wainwright
Galena AFB
Juneau
Ketchikan
Kodiak
Sitka
Valdez
Davis-Monthan
AFB / Tucson AFB
Fort Huachuca
Luke Air Force
Base
C-1
permafrost
129
129
permafrost
86
permafrost
3277
3277
permafrost
2184
2184
1422
3454
UFC 3-310-01
25 May 2005
Ground Wind
Frost
Ground Wind
Frost
Snow Speed Penetration Snow Speed Penetration
TABLE C-1
State
California
(psf)
0
0
(mph)
90
90
(inches)
0
0
kPa
0.00
0.00
km/h
145
145
mm
0
0
0
90
0
0.00
145
0
Little Rock AFB
Pine Bluff Arsenal
Alameda
MCLB Barstow
Beale AFB
MCMTC Bridgeport
Camp Pendleton
NWS China Lake
10
10
0
0
0
150
0
0
90
90
85
85
85
100
85
85
14
9
145
145
137
137
137
161
137
137
356
229
36
4
22
0.48
0.48
0.00
0.00
0.00
7.19
0.00
0.00
0
0
0.00
0
0
0
0
85
85
Special
85
85
85
22
0
22
0
0.00
0.00
0.00
0.00
137
137
Special
137
137
137
559
0
559
0
0
85
0
0.00
137
0
0
85
0
0.00
137
0
Los Angeles
0
85
0
0.00
137
0
March ARB
McClellan AFB /
Sacremento
NWC Mohave
Range
Presidio of
Monterey
0
85
0
0.00
137
0
0
85
5
0.00
137
127
0
85
22
0.00
137
559
0
85
4
0.00
137
102
0
85
0
0.00
137
0
0
85
0
0.00
137
0
NSWC Corona
Edwards AFB
El Centro NAF
Fort Irwin
Fresno ANG
C
AN
C
NAS Lemoore
Los Angeles AFB /
El Segundo
Point Mugu / Port
Hueneme
San Diego Region
NAS North Island
NAB Coronada
MCRD
Miramar
Naval Medical Ctr
San Diego NS
Point Loma
ED
Arkansas
Base / City
Phoenix
Yuma MCB
Yuma Proving
Ground
18
EL
L
Arizona
C-2
457
914
102
559
0
UFC 3-310-01
25 May 2005
Ground Wind
Frost
Ground Wind
Frost
Snow Speed Penetration Snow Speed Penetration
TABLE C-1
State
(psf)
(mph)
(inches)
kPa
km/h
mm
0
85
0
0.00
137
0
0
0
85
85
0
0
0.00
0.00
137
137
0
0
Seal Beach NWS
Seal Beach NWS Concord
Detachment
Sierra Army Depot /
Herlong
Stockton / San
Joaquin
0
85
0
0.00
137
0
0
85
0
0.00
137
0
15
85
54
0.72
137
1372
Travis AFB
Twentynine Palms
Vandenberg AFB
Buckley AFB /
Aurora
Denver
0
85
4
0.00
137
102
0
0
85
85
0
5
0.00
0.00
137
137
0
127
0
85
0
0.00
137
0
20
20
52
52
0.96
0.96
Fort Carson
Cheyenne
Mountain AS /
NORAD
Peterson AFB /
Colorado Springs
15
90
90
90
Special
38
145
145
145
0.72 Special
15
90
Special
38
145
0.72 Special
965
30
90
38
1.44
965
Schriever AFB
CS
USAF Academy
NSB New London /
Groton
30
90
90
Special
30
Dover AFB
Washington
Region
Bolling AFB
Anacostia NS
Fort McNair
Marine Barracks
NRL Washington
NDW / Anacostia
Pentagon
C
AN
C
Colorado
Connecticut
Delaware
District of
Columbia
ED
Base / City
Moffett Field Onizuka /
Sunnyvale
San Clemente
Island Naval
Reservation
San Nicolas Island
EL
L
California
145
1321
1321
965
38
145
145
1.44 Special
965
120
38
1.44
193
965
25
95
22
1.20
153
559
25
90
26
1.20
145
660
C-3
CS
UFC 3-310-01
25 May 2005
Ground Wind
Frost
Ground Wind
Frost
Snow Speed Penetration Snow Speed Penetration
TABLE C-1
State
(mph)
(inches)
kPa
km/h
mm
Avon Park AS
Cape Canaveral
AFS
Eglin AFB
Homestead
0
110
0
0.00
177
0
0
0
0
125
133
150
0
0
0
0.00
0.00
0.00
201
214
241
0
0
0
Hurlburt Field
NAS Jacksonville /
Jacksonville
NAS Key West
MacDill AFB
0
135
0.00
217
0
0
0
110
150
120
0
0
0
0.00
0.00
0.00
177
241
193
0
0
0
NAS Mayport
HQ Southcom /
Miami
0
120
0
0.00
193
0
0
140
0
0.00
225
0
0
0
0
0
0
108
130
125
140
118
0
0
0
0
0
0.00
0.00
0.00
0.00
0.00
174
209
201
225
190
0
0
0
0
0
Tyndall AFB
NAS Whiting Field /
Milton
MC Logistics
Support / Albany
Athens NCSC
Dobbins AFB /
Atlanta NAS
Fort Benning
0
130
0
0.00
209
0
0
125
0
0.00
201
0
0
5
98
90
0
0.00
0.24
158
145
0
5
5
90
95
0
0.24
0.24
145
153
0
Fort Gordon
Fort McPherson /
Fort Gillem
10
93
0
0.48
150
0
5
90
0.24
145
Fort Stewart
Hunter Army
Airfield / Savannah
NSB Kings Bay
Moody AFB
0
110
0
0.00
177
0
0
0
0
120
120
98
0
0
0
0.00
0.00
0.00
193
193
158
0
0
0
Robins AFB
PMRF Barking
Sands, Kauai
5
92
0
0.24
148
0
0
105
0
0.00
169
0
C
Georgia
AN
C
Orlando
NAS Panama City
Patrick AFB
NAS Pensacola
Tampa
Hawaii
ED
Florida
(psf)
EL
L
Base / City
Walter Reed
C-4
UFC 3-310-01
25 May 2005
Ground Wind
Ground Wind
Frost
Frost
Snow Speed Penetration Snow Speed Penetration
TABLE C-1
State
Idaho
(inches)
kPa
km/h
mm
0
105
0
0.00
169
0
0
105
0
0
Kansas
Kentucky
Louisiana
169
0
0.00
169
0
64
0.96
145
1626
90
59
1.20
145
1499
25
90
64
1.20
145
1626
20
20
20
20
20
90
90
90
90
90
64
38
145
145
145
145
145
1626
965
36
49
0.96
0.96
0.96
0.96
0.96
20
90
44
0.96
145
1118
Des Moines
Fort Leavenworth
Fort Riley
McConnell AFB
Fort Campbell
Fort Knox
Louisville
Richmond
25
20
20
25
15
15
15
15
90
90
90
90
90
90
90
90
82
54
52
38
22
32
32
1.20
0.96
0.96
1.20
0.72
0.72
0.72
0.72
145
145
145
145
145
145
145
145
2083
1372
1321
965
559
813
813
0
Barksdale AFB
Fort Polk / Leesville
5
5
90
95
7
0
0.24
0.24
145
153
178
0
Great Lakes
Rock Island
Arsenal
Scott AFB
Springfield
Crane NWSC
Grissom ARB
Fort Benjamin
Harrison /
Indianapolis
10
10
90
90
20
90
25
C
C
Iowa
0
0.00
145
145
AN
Indiana
105
ED
(mph)
0.48
0.48
Boise ANG
Mountain Home
AFB
Fort Sheridan /
Chicago
Illinois
(psf)
EL
L
Base / City
MCBH Kaneohe
Bay
Pearl Harbor
Region:
Camp H.M. Smith
Fort Shafter
Hickam AFB
Pearl Harbor
Tripler AMC
Wahiawa Region:
Lualualei
Wahiawa Naval
Reservation
Wheeler AFB
Schofield Barracks
ARD Bayview
Hawaii
C-5
914
1245
UFC 3-310-01
25 May 2005
Ground Wind
Frost
Ground Wind
Frost
Snow Speed Penetration Snow Speed Penetration
TABLE C-1
State
Maryland
(psf)
(mph)
(inches)
kPa
km/h
mm
0
50
130
100
0
86
0.00
2.40
209
161
0
2184
50
98
86
2.40
158
2184
25
25
90
90
29
24
1.20
1.20
145
145
737
610
Andrews AFB
Carderock NSWC /
Bethesda
25
90
26
1.20
145
660
25
90
20
1.20
145
508
Bloods Island
20
102
0.96
164
25
90
29
1.20
145
737
30
90
29
1.44
145
737
25
90
26
1.20
145
660
25
25
90
90
22
29
1.20
1.20
145
145
559
737
20
90
26
0.96
145
660
25
50
50
90
97
100
26
64
54
1.20
2.40
2.40
145
156
161
660
1626
1372
Natick
Otis AGB /
Falmouth
Westover ARB
50
100
2.40
161
25
35
115
95
1.20
1.68
185
153
Battle Creek
Detroit Arsenal /
Warren
Selfridge ANG
Base
Minneapolis - St
Paul
Stennis / Bay St.
Louis
Columbus AFB
30
90
1.44
145
25
90
61
1.20
145
1549
25
90
59
1.20
145
1499
50
90
125
2.40
145
3175
0
10
130
90
7
0.00
0.48
209
145
178
Edgewood Arsenal
Fort Detrick /
Fredrick
Fort Meade
C
AN
C
Indian Head NSWC
Martin State ANG
NS Pax River ,
Webster Field / St.
Inigoes
U.S Naval
Academy /
Annapolis
Massachusetts Fort Devens / Ayer
Hanscom AFB
Michigan
Minnesota
Mississippi
ED
Maine
Base / City
NAS JRB New
Orleans / Belle
Chasse
NAS Brunswick
Winter Harbor
NSGA
Aberdeen Proving
Ground
Adelphi
EL
L
Louisiana
C-6
38
64
965
1626
UFC 3-310-01
25 May 2005
Ground Wind
Frost
Ground Wind
Frost
Snow Speed Penetration Snow Speed Penetration
TABLE C-1
State
Montana
Nebraska
Nevada
km/h
217
148
217
156
241
38
46
107
107
73
64
23
0.24
0.96
0.96
0.96
0.96
0.96
0.96
0.96
1.20
1.20
0.24
145
145
145
145
145
145
145
145
145
145
145
965
1168
2718
2718
1854
1626
584
90
7
0.24
145
178
5
90
7
0.24
145
178
5
90
7
0.24
145
178
50
100
64
2.40
161
1626
20
25
20
25
25
35
10
110
105
110
105
105
90
90
29
38
29
29
32
18
0.96
1.20
0.96
1.20
1.20
1.68
0.48
177
169
177
169
169
145
145
737
965
737
737
813
457
Cannon AFB
Holloman AFB
Kirtland AFB
White Sands
15
5
10
5
90
90
(a)
90
18
4
18
4
0.72
0.24
0.48
0.24
145
145
(a)
145
457
102
457
102
Buffalo
45
90
59
2.16
145
1499
Fort Drum
Fort Hamilton /
Brooklyn
70
90
94
3.35
145
2388
25
90
1.20
145
Indian Springs AFS
Nellis AF Range
Portsmouth Naval
Shipyard
NWS Earle / Colts
Neck
Fort Dix / Trenton
Fort Monmouth
Lakehurst
McGuire AFB
Picatinny Arsenal
Albuquerque
AN
New
Hampshire
C
New Jersey
New Mexico
New York
5
20
20
20
20
20
20
20
25
25
5
90
90
90
90
90
90
90
90
90
90
90
5
C
Nellis AFB
(mph)
135
92
135
97
150
(inches)
0
5
0
5
0
ED
Missouri
kPa
0.00
0.24
0.00
0.24
0.00
Vicksburg
Fort Leonard Wood
Kansas City
Overland
St. Louis
Whiteman AFB
Great Falls ANG
Malmstrom AFB
Offutt AFB
Lincoln
NAS Fallon
(psf)
0
5
0
5
0
36
49
EL
L
Mississippi
Base / City
Gulfport
Jackson
Keesler AFB
NAS Meridian
Pascagoula NS
C-7
mm
0
127
0
127
0
914
1245
UFC 3-310-01
25 May 2005
Ground Wind
Ground Wind
Frost
Frost
Snow Speed Penetration Snow Speed Penetration
TABLE C-1
State
Base / City
Griffis AFB / Rome
NIAGARA FALLS
IAP
NSU Saratoga
Springs
Stewart ANG /
Newburgh
Syracuse
(psf)
60
(mph)
90
(inches)
86
kPa
2.87
km/h
145
mm
2184
35
90
59
1.68
145
1499
50
90
2.40
145
35
40
54
73
West Point
Watervliet Arsenal /
Albany
30
100
90
90
Special
40
North Carolina MCAS Cherry Point
Fort Bragg
Jacksonville
Region
Camp Lejeune
MCAS New River
Pope AFB
Raleigh
Seymour Johnson
AFB
North Dakota Grand Forks AFB
90
82
1.92
145
2083
10
10
128
95
0
0
0.48
0.48
206
153
0
0
10
10
15
130
95
93
0
0
0.48
0.48
0.72
209
153
150
0
0
10
60
100
90
4
156
0.48
2.87
161
145
102
3962
Minot AFB
40
90
163
1.92
145
4140
Cleveland
DSC Whitehall /
Columbus
Wright-Patterson
AFB
Youngstown ARS /
Vienna
20
90
52
0.96
145
1321
C
Ohio
20
90
46
0.96
145
1168
20
90
49
0.96
145
1245
20
90
0.96
145
Altus AFB
10
90
14
0.48
145
356
Fort Sill
McAlester Army
Ammunition Plant
Tinker AFB /
Oklahoma City
Tulsa
10
90
14
0.48
145
356
10
90
16
0.48
145
406
10
10
90
90
17
23
0.48
0.48
145
145
432
584
Vance AFB
Portland
ARS Coraopolis /
Pittsburg
15
10
90
85
22
14
0.72
0.48
145
137
559
356
25
90
38
1.20
145
965
AN
Ohio
Oklahoma
Oregon
Pennsylvania
1.68
1.92
EL
L
ED
1372
1854
54
161
145
145
1.44 Special
C
New York
C-8
1372
UFC 3-310-01
25 May 2005
Ground Wind
Ground Wind
Frost
Frost
Snow Speed Penetration Snow Speed Penetration
TABLE C-1
State
Rhode Island
(mph)
(inches)
kPa
km/h
mm
Carlisle Barracks
Fort Indiantown
Gap / Annville
Letterkenny /
Chambersburg
25
90
36
1.20
145
914
35
90
49
1.68
145
1245
30
90
36
1.44
145
914
Mechanicsburg
Philadelphia
New Cumberland /
Defense Depot
Susquehanna
Tobyhanna Army
Depot
Willow Grove ARS /
NAS
25
25
90
90
1.20
1.20
145
145
762
25
90
1.20
145
0
50
90
2.40
145
NS Newport
30
90
30
115
5
5
C
AN
C
South Carolina MCAS Beaufort
Charleston
Region:
Charletion AFB
NWS Charleston
Columbia Region:
McEntire
Fort Jackson
Shaw AFB
MCRD Parris Island
South Dakota Ellsworth AFB
Tennessee
Arnold AFB
NSWC LCC /
Memphis
NSA Mid-South /
Millington
Texas
ED
Pennsylvania
(psf)
30
52
EL
L
Base / City
10
1.44
145
0
35
1.44
185
889
122
0
0.24
196
0
125
0
0.24
201
0
0.48
0.00
0.96
156
201
145
0
0
2184
0.48
145
0.48
145
0.48
145
97
0
0
20
125
90
10
90
10
90
10
90
Nashville
NAS JRB, Carswell
/ Fort Worth
NAS Corpus Christi
10
90
22
0.48
145
559
5
0
90
130
7
0
0.24
0.00
145
209
178
0
Dallas / Irving
5
90
7
0.24
145
178
Dyess AFB
Ellington ANG /
Houston
Fort Bliss / El Paso
Fort Hood / Killeen
5
90
7
0.24
145
178
0
5
5
115
90
90
0
0
6
0.00
0.24
0.24
185
145
145
0
0
152
C-9
0
86
0
0
UFC 3-310-01
25 May 2005
Ground Wind
Ground Wind
Frost
Frost
Snow Speed Penetration Snow Speed Penetration
TABLE C-1
State
Utah
(mph)
90
130
(inches)
5
0
kPa
0.24
0.00
km/h
145
209
mm
127
0
NAS Kingsville
0
115
0
0.00
185
0
Laughlin AFB
Red River Army
Depot / Texarkana
San Antonio
Region
Brooks AFB
Fort Sam Houston
Kelly AFB
Lackland AFB
Randolph AFB
Sheppard AFB
Dugway Proving
Ground
0
90
0
0.00
145
0
5
90
8
0.24
145
203
5
90
0
0.24
145
0
5
90
11
0.24
145
279
10
90
54
0.48
145
1372
40
15
90
90
73
59
1.92
0.72
145
145
1854
1499
25
25
90
90
52
1.20
1.20
145
145
1321
10
25
25
15
20
10
115
90
90
97
90
105
5
185
145
145
156
145
169
127
26
9
14
9
0.48
1.20
1.20
0.72
0.96
0.48
Fort Myer
Fort Story
Henderson Hall /
Arlington
Langley AFB /
Hampton
25
10
90
113
26
9
1.20
0.48
145
182
660
229
25
90
26
1.20
145
660
10
105
9
0.48
169
229
NAB Little Creek
Norfolk Region:
Camp Elmore
Craney Island
Depot
Norfolk Naval Base
10
110
9
0.48
177
229
10
107
9
0.48
172
229
Hill AFB
Salt Lake City
Tooele Army Depot
Dahlgren
Dam Neck / Virginia
Beach Ocean front
Fort A. P. Hill
Fort Belvoir
Fort Eustis
Fort Lee
Fort Monroe
C
AN
C
Virginia
ED
Texas
(psf)
5
0
EL
L
Base / City
Goodfellow AFB
NS Ingleside
C-10
660
229
356
229
UFC 3-310-01
25 May 2005
Ground Wind
Ground Wind
Frost
Frost
Snow Speed Penetration Snow Speed Penetration
TABLE C-1
State
(mph)
(inches)
kPa
km/h
mm
10
105
9
0.48
169
229
10
105
9
0.48
169
229
10
25
113
90
9
22
0.48
1.20
182
145
229
559
20
20
90
115
18
0.96
0.96
145
185
457
15
95
9
0.72
153
229
15 (b)
85
0.72(b)
137
42
85
64
2.01
137
1626
85
85
85
9
137
137
137
229
85
9
137
229
15
85
9
0.72
137
229
15 (b)
85
9
0.72(b)
137
229
NAS Whidbey
15 (b)
Island / Oak Harbor
Seattle
15
85
85
229
Beckley
Huntington
30
20
Sugar Grove NRS
Fort McCoy
General Mitchell
AFRC / Milwaukee
NAS Oceana /
Virginia Beach
Quantico
Defense Supply Ctr
/ Richmond
Wallops Island
Yorktown Region:
Camp Perry
Cheatham Annex
Yorktown NWS
Washington
NS Everett
15 (b)
15 (b)
15 (b)
C
Fairchild AFB
Fort Lewis /
Tacoma
Indian Island SWC
NRS Jim Creek
Keyport / Bangor
Engin. Sta Annex
C
AN
McChord AFB
Puget Sound
Region:
Bangor NSB
Bremerton NS
Puget Sound NSY
West Virginia
Wisconsin
Wyoming
ED
Virginia
(psf)
EL
L
Base / City
Norfolk Shipyard Naval Hospital /
Portsmouth
NSA Northwest /
Chesapeake
15 (b)
0.72(b)
0.72(b)
0.72(b)
0.72(b)
0.72(b)
9
0.72
137
137
90
90
22
1.44
0.96
145
145
559
30
40
90
90
38
114
1.44
1.92
145
145
965
2896
30
90
75
1.44
145
1905
Madison
30
90
75
1.44
145
1905
F. E. Warren AFB
20
90
59
0.96
145
1499
C-11
UFC 3-310-01
25 May 2005
Ground Wind
Ground Wind
Frost
Frost
Snow Speed Penetration Snow Speed Penetration
TABLE C-1
State
Base / City
(psf)
Pago Pago / Tutuila
Island
0
(mph)
(inches)
kPa
km/h
mm
125
0
0.00
201
0
Guam
0
170
0
0.00
274
0
Saipan / Tinian
0
150
0
0.00
241
0
All
0
145
0
0.00
233
0
ED
American
Somoa
Mariana
Islands
Mariana
Islands
Puerto Rico
Notes to TABLE C-1, “STRUCTURAL CLIMATIC LOADING DATA – UNITED STATES,
ITS TERRITORIES AND POSSESSIONS”
EL
L
(a) - Wind speed equals 125 mph (201 km/h) in the south sector of Kirtland AFB.
Wind speed equals 100 mph (161 km/h) on the remainder of the base.
(b) – Ground snow load to be used for Navy facilities at identified locations in Washington State
equals 25 psf (1.20 kPa).
CS – Site specific case studies are required to establish ground snow loads.
C
AN
C
Special - Special wind regions where unusual geographic conditions require consideration for potential
unusual wind conditions. The wind speeds shown are minimum values. The potential for higher wind
speeds due to unusual geographic conditions should also be considered.
C-12
UFC 3-310-01
25 May 2005
TABLE C-2 EARTHQUAKE LOADING DATA –
UNITED STATES, ITS TERRITORIES AND POSSESSIONS
TABLE C-2
Seismic Data (Site Class B)
State
MCE S1
(%g)
10/50 SS
(%g)
10/50 S1
(%g)
Anniston Army Depot
31
12
11
4
Birmingham
32
12
11
4
Fort McClellan
31
12
11
4
Fort Rucker
Maxwell-Gunther AFB /
Montgomery
12
7
4
2
8
6
3
Mobile
Redstone Arsenal /
Huntsville
Clear AS
Eielson AFB
Elmendorf AFB
Fort Richardson
Fort Wainwright
Galena AFB
Juneau
Ketchikan
Kodiak
Sitka
Valdez
Davis-Monthan AFB /
Tucson AFB
12
6
4
2
29
108
106
149
152
111
35
57
23
179
102
147
13
30
29
55
57
31
10
27
14
66
52
57
11
47
44
100
101
49
15
27
11
116
52
93
4
14
14
30
31
14
4
14
8
37
31
30
31
9
13
4
Fort Huachuca
28
8
12
3
Luke Air Force Base
24
7
11
3
23
68
59 Max
27 Min
7
24
20 Max
10 Min
11
37
29 Max
15 Min
3
14
11 Max
6 Min
Little Rock AFB
54
19
14
4
Pine Bluff Arsenal
41
16
11
4
Alameda
150
60
123
55
MCLB Barstow
127
47
61
22
Beale AFB
43
19
26
11
MCMTC Bridgeport
124
43
63
21
Camp Pendleton
116
42
61
25
NWS China Lake
132 Max
51 Max
80 Max
27 Max
C
AN
C
Alaska
Arizona
17
EL
L
Alabama
ED
MCE SS
(%g)
Base / City
Arkansas
California
California
Phoenix
Yuma MCB
Yuma Proving Ground
C-13
UFC 3-310-01
25 May 2005
TABLE C-2
Seismic Data (Site Class B)
State
MCE S1
(%g)
38 Min
10/50 SS
(%g)
61 Min
10/50 S1
(%g)
19 Min
164
128 Max
90 Min
195 Max
150 Min
197 Max
78 Min
60
60 Max
40 Min
66 Max
60 Min
91 Max
27 Min
127
85 Max
47 Min
160 Max
128 Min
144 Max
40 Min
47
39 Max
21 Min
54 Max
39 Min
55 Max
15 Min
Fresno ANG
43
20
27
12
NAS Lemoore
Los Angeles AFB / El
Segundo
99
32
49
20
174
63
113
39
Los Angeles
193
76
119
42
150
60
127
50
45
212 Max
99 Min
20
90 Max
32 Min
28
106 Max
49 Min
13
36 Max
20 Min
174
64
105
37
181
99
128
54
145
130
155
147
154
138
149
59
50
72
55
79
54
60
66.4
62.8
67.5
64.8
63.4
60.8
72.5
24.8
22.8
25.4
24.1
24.3
22.2
26.1
150
60
125
57
63
21
31
12
San Nicolas Island
53
18
26
10
Seal Beach NWS
Seal Beach NWS Concord Detachment
Sierra Army Depot /
Herlong
185
75
110
37
165
61
145
55
108
34
48
16
Stockton / San Joaquin
140
50
76
26
NSWC Corona
Edwards AFB
El Centro NAF
March ARB
McClellan AFB /
Sacremento
EL
L
Fort Irwin
NWC Mohave Range
AN
C
Presidio of Monterey
Point Mugu / Port
Hueneme
San Diego Region
NAS North Island
NAB Coronada
MCRD
Miramar
Naval Medical Ctr
San Diego NS
Point Loma
C
ED
MCE SS
(%g)
119 Min
Base / City
Moffett Field - Onizuka /
Sunnyvale
San Clemente Island
Naval Reservation
C-14
UFC 3-310-01
25 May 2005
TABLE C-2
Seismic Data (Site Class B)
State
MCE S1
(%g)
10/50 SS
(%g)
10/50 S1
(%g)
California
152
155 Max
83 Min
151 Max
118 Min
60
60 Max
26 Min
62 Max
34 Min
111
102 Max
39 Min
64 Max
53 Min
37
32 Max
14 Min
24 Max
19 Min
Buckley AFB / Aurora
19
6
7
2
Denver
19
6
8
2
Fort Carson
Cheyenne Mountain AS /
NORAD
Peterson AFB / Colorado
Springs
18
6
7
2
6
7
2
6
7
2
Schriever AFB
17
6
7
2
19
6
8
2
Travis AFB
Twentynine Palms
Vandenberg AFB
USAF Academy
18
18
EL
L
Colorado
ED
MCE SS
(%g)
Base / City
Connecticut
NSB New London / Groton
25
8
8
3
Delaware
Dover AFB
Washington Region
Bolling AFB
Anacostia NS
Fort McNair
Marine Barracks
NRL Washington
NDW / Anacostia
Pentagon
Walter Reed
19
6
7
2
18
6
6
2
Avon Park AS
10
4
2
1
Cape Canaveral AFS
10
5
3
1
Eglin AFB
10
6
3
2
Homestead
Hurlburt Field
NAS Jacksonville /
Jacksonville
6
10
2
5
1
3
0
2
14
7
5
2
NAS Key West
3
1
MacDill AFB
8
4
2
1
NAS Mayport
15
8
5
2
HQ Southcom / Miami
6
2
1
1
Orlando
11
5
3
1
NAS Panama City
13
7
3
2
Patrick AFB
10
4
2
1
C
Florida
AN
C
District of
Columbia
C-15
UFC 3-310-01
25 May 2005
TABLE C-2
Seismic Data (Site Class B)
State
MCE S1
(%g)
10/50 SS
(%g)
10/50 S1
(%g)
NAS Pensacola
10
6
3
2
Tampa
9
4
2
1
Tyndall AFB
9
5
3
2
Georgia
NAS Whiting Field / Milton
MC Logistics Support /
Albany
11
6
4
2
14
8
5
3
12
12
5
11
11
4
9
6
3
14
14
5
Athens NCSC
Dobbins AFB / Atlanta
NAS
28
Fort Benning
16
Fort Gordon
Fort McPherson / Fort
Gillem
39
25
11
10
4
Fort Stewart
Hunter Army Airfield /
Savannah
28
12
9
4
38
14
12
4
NSB Kings Bay
17
9
6
3
14
8
5
3
21
10
8
4
19
6
63
18
8
30
2
8
61
18
29
8
59
17
28
8
Boise ANG
40
34
11
10
17
16
5
5
Mountain Home AFB
29
9
14
4
Fort Sheridan / Chicago
17
6
5
2
Great Lakes
16
6
5
2
Rock Island Arsenal
13
6
5
2
Moody AFB
28
EL
L
Florida
C
Robins AFB
PMRF Barking Sands,
Kauai
MCBH Kaneohe Bay
Pearl Harbor Region:
Camp H.M. Smith
Fort Shafter
Hickam AFB
Pearl Harbor
Tripler AMC
Wahiawa Region:
Lualualei
Wahiawa Naval Res
Wheeler AFB
Schofield Barracks
ARD Bayview
C
AN
Hawaii
Idaho
Illinois
ED
MCE SS
(%g)
Base / City
C-16
UFC 3-310-01
25 May 2005
TABLE C-2
Seismic Data (Site Class B)
State
MCE S1
(%g)
10/50 SS
(%g)
10/50 S1
(%g)
Illinois
Scott AFB
64
20
24
6
Springfield
26
12
10
4
Indiana
Crane NWSC
Grissom ARB
Fort Benjamin Harrison /
Indianapolis
Des Moines
38
15
14
8
13
6
4
3
Iowa
Kansas
18
7
9
4
7
3
3
1
Fort Leavenworth
13
6
4
2
Fort Riley
21
6
6
2
14
76 Max
56 Min
6
24 Max
20 Min
5
24 Max
18 Min
2
6 Max
6 Min
26
13
10
4
25
12
10
4
25
10
10
4
17
8
5
2
McConnell AFB
Fort Campbell
Fort Knox
Louisville
Richmond
Louisiana
Barksdale AFB
EL
L
Kentucky
ED
MCE SS
(%g)
Base / City
14
6
4
2
12
6
4
1
Maine
NAS Brunswick
Winter Harbour NSGA
34
25
10
8
12
8
4
3
Maryland
Aberdeen Proving Ground
24
7
8
2
Adelphi
Andrews AFB
Carderock NSWC /
Bethesda
Bloods Island
Edgewood Arsenal
18
18
6
6
6
6
2
2
18
15
23
6
6
7
6
5
7
2
2
2
Fort Detrick / Fredrick
Fort Meade
Indian Head NSWC
19
18
18
6
6
6
7
6
7
2
2
2
Martin State ANG
NS Pax River , Webster
Field / St. Inigoes
U.S Naval Academy /
Annapolis
21
6
7
2
16
6
6
2
18
6
6
2
Fort Devens / Ayer
32
9
11
3
Hanscom AFB
33
9
11
3
Natick
29
9
10
3
C
AN
C
Fort Polk / Leesville
NAS JRB New Orleans /
Belle Chasse
Massachusetts
C-17
UFC 3-310-01
25 May 2005
TABLE C-2
Seismic Data (Site Class B)
State
MCE S1
(%g)
10/50 SS
(%g)
10/50 S1
(%g)
Massachusetts
Otis AGB / Falmouth
25
7
8
2
Westover ARB
26
9
9
3
Michigan
Battle Creek
12
5
4
2
Detroit Arsenal / Warren
12
4
4
2
4
4
2
Selfridge ANG Base
11
Minnesota
Minneapolis - St Paul
6
Mississippi
Stennis / Bay St. Louis
15
Columbus AFB
25
Gulfport
15
Jackson
19
Keesler AFB
14
2
1
6
4
2
12
8
4
6
4
2
10
6
3
6
4
2
19
9
7
3
13
6
4
2
19
9
6
3
Fort Leonard Wood
28
13
10
4
Kansas City
12
6
4
2
54
17
19
5
St. Louis
59
19
21
6
Whiteman AFB
13
8
5
2
Great Falls ANG
26
8
13
4
Pascagoula NS
Vicksburg
AN
Montana
C
Overland
EL
L
3
NAS Meridian
Missouri
ED
MCE SS
(%g)
Base / City
24
8
12
4
Offutt AFB
12
4
4
1
Nevada
Lincoln
NAS Fallon
18
101
5
29
5
43
2
14
Indian Springs AFS
50
15
24
8
Nellis AFB
53
16
26
9
78 Max
60 Min
24 Max
19 Min
37 Max
28 Min
13 Max
9 Min
40
10
13
4
37
9
11
3
Fort Dix / Trenton
32
8
10
3
Fort Monmouth
37
9
11
3
Lakehurst
30
8
10
3
McGuire AFB
32
8
10
3
Picatinny Arsenal
38
9
12
3
C
Malmstrom AFB
Nebraska
Nellis AF Range
New Hampshire Portsmouth Naval
Shipyard
New Jersey
NWS Earle / Colts Neck
C-18
UFC 3-310-01
25 May 2005
TABLE C-2
Seismic Data (Site Class B)
State
10/50 SS
(%g)
10/50 S1
(%g)
Albuquerque
62
19
27
7
Cannon AFB
11
4
4
1
Holloman AFB
35
10
13
4
Kirtland AFB
61
18
27
7
White Sands
39
12
13
4
Buffalo
Fort Drum
Fort Hamilton / Brooklyn
32
32
42
Griffis AFB / Rome
NIAGARA FALLS IAP
24
31
NSU Saratoga Springs
31
7
10
9
9
12
12
2
4
3
9
7
9
9
3
2
10
11
4
Stewart ANG / Newburgh
Syracuse
33
19
9
8
11
8
3
3
West Point
37
9
12
3
Watervliet Arsenal / Albany
27
9
10
3
MCAS Cherry Point
18
8
5
2
Fort Bragg
Jacksonville Region
Camp Lejeune
MCAS New River
29
13
9
4
22
10
6
3
Pope AFB
28
13
9
4
Raleigh
21
10
8
4
AN
C
North Carolina
MCE S1
(%g)
ED
New York
MCE SS
(%g)
EL
L
New Mexico
Base / City
21
10
7
3
Grand Forks AFB
Minot AFB
5
7
2
2
2
2
0
1
Ohio
Cleveland
21
6
6
2
DSC Whitehall / Columbus
16
7
7
3
Wright-Patterson AFB
22
8
8
3
Youngstown ARS / Vienna
17
6
6
2
Altus AFB
Fort Sill
McAlester Army
Ammunition Plant
Tinker AFB / Oklahoma
City
21
36
7
9
6
8
2
2
20
8
7
2
34
9
10
3
Tulsa
Vance AFB
16
22
7
6
6
7
2
2
Portland
103
32
43
17
C
Seymour Johnson AFB
North Dakota
Oklahoma
Oklahoma
Oregon
C-19
UFC 3-310-01
25 May 2005
TABLE C-2
Seismic Data (Site Class B)
State
MCE S1
(%g)
10/50 SS
(%g)
10/50 S1
(%g)
ARS Coraopolis / Pittsburg
Carlisle Barracks
Fort Indiantown Gap /
Annville
Letterkenny /
Chambersburg
Mechanicsburg
13
19
6
6
5
7
2
2
26
7
8
2
19
20
6
6
6
7
2
2
Philadelphia
New Cumberland /
Defense Depot
Susquehanna
33
8
10
3
6
7
2
Tobyhanna Army Depot
Willow Grove ARS / NAS
26
33
8
8
9
11
3
3
Rhode Island
NS Newport
26
8
8
2
South Carolina
MCAS Beaufort
Charleston Region:
Charletion AFB
NWS Charleston
Columbia Region:
McEntire
Fort Jackson
Shaw AFB
74
22
19
6
154
160
43
45
34
36
8
8
67
61
80
21
20
24
22
20
22
6
6
6
62
20
18
5
Ellsworth AFB
Arnold AFB
14
30
4
13
5
12
2
5
NSWC LCC / Memphis
NSA Mid-South / Millington
Nashville
NAS JRB, Carswell / Fort
Worth
137
158
30
42
47
14
28
32
12
7
7
5
11
5
4
2
NAS Corpus Christi
Dallas / Irving
9
12
2
6
2
4
1
2
Dyess AFB
8
4
3
1
Ellington ANG / Houston
10
4
3
1
Fort Bliss / El Paso
35
11
14
4
Fort Hood / Killeen
8
4
3
1
Goodfellow AFB
8
3
3
1
NS Ingleside
NAS Kingsville
Laughlin AFB
10
10
7
3
2
2
2
2
2
1
1
1
EL
L
21
C
Pennsylvania
MCRD Parris Island
AN
South Dakota
Tennessee
C
Texas
ED
MCE SS
(%g)
Base / City
C-20
UFC 3-310-01
25 May 2005
TABLE C-2
Seismic Data (Site Class B)
Base / City
Red River Army Depot /
Texarkana
San Antonio Region
Brooks AFB
Fort Sam Houston
Kelly AFB
Lackland AFB
Randolph AFB
Utah
Virginia
MCE S1
(%g)
10/50 SS
(%g)
10/50 S1
(%g)
18
9
6
2
13
12
12
12
12
3
3
3
3
4
3
3
3
3
3
1
1
1
1
1
6
5
2
12
17
6
46
50
17
79
26
61
35
20
12
Sheppard AFB
17
Dugway Proving Ground
34
Hill AFB
138
Salt Lake City
Tooele Army Depot
177
78
Dahlgren
Dam Neck / Virginia Beach
Ocean front
18
6
6
2
12
6
4
2
Fort A. P. Hill
22
7
7
2
18
6
6
2
14
6
5
2
23
8
7
3
Fort Monroe
14
6
5
2
Fort Myer
18
6
6
2
Fort Story
12
6
4
2
Henderson Hall / Arlington
18
6
6
2
Langley AFB / Hampton
14
6
5
2
NAB Little Creek
Norfolk Region:
Camp Elmore
Craney Island Depot
Norfolk Naval Base
Norfolk Shipyard - Naval
Hospital / Portsmouth
NSA Northwest /
Chesapeake
NAS Oceana / Virginia
Beach
Quantico
Defense Supply Ctr /
Richmond
13
6
5
2
13
6
5
2
13
6
5
2
13
6
5
2
12
19
6
7
4
7
2
2
28
8
8
3
Wallops Island
12
5
4
2
Fort Belvoir
Fort Eustis
C
AN
C
Fort Lee
EL
L
Texas
MCE SS
(%g)
ED
State
C-21
UFC 3-310-01
25 May 2005
TABLE C-2
Seismic Data (Site Class B)
MCE SS
(%g)
MCE S1
(%g)
10/50 SS
(%g)
10/50 S1
(%g)
16
6
5
2
NS Everett
Fairchild AFB
123 (a)
30
40 (b)
9
62
13
20
4
Fort Lewis / Tacoma
120 (a)
Indian Island SWC
126 (a)
NRS Jim Creek
Keyport / Bangor Engin.
Sta Annex
McChord AFB
Puget Sound Region:
Bangor NSB
Bremerton NS
Puget Sound NSY
NAS Whidbey Island / Oak
Harbor
120 (a)
ED
State
Virginia
Washington
128 (a)
122
38 (b)
59
20
45 (b)
63
21
37 (b)
59
19
45 (b)
38
69
61
22
20
EL
L
Base / City
Yorktown Region:
Camp Perry
Cheatham Annex
Yorktown NWS
149 (a)
138 (a)
138 (a)
51 (b)
48 (b)
48 (b)
76
72
73
23
23
23
119 (a)
39(b)
59
20
158
55
75
22
29
10
10
4
Huntington
Sugar Grove NRS
21
20
9
8
8
7
3
3
Fort McCoy
General Mitchell AFRC /
Milwaukee
7
3
2
1
12
5
4
1
Madison
11
5
4
1
F. E. Warren AFB
American Somoa Pago Pago / Tutuila Island
19
6
8
2
100
40
50
20
Mariana Islands Guam
150
60
75
30
Saipan / Tinian
150
60
75
30
All
100
40
50
20
Seattle
AN
Wisconsin
Beckley
C
West Virginia
C
Wyoming
Puerto Rico
Notes to TABLE C-2, “EARTHQUAKE LOADING DATA – UNITED STATES,
ITS TERRITORIES AND POSSESSIONS”
(a) – MCE SS to be used for Navy facilities at identified locations in Washington State equals
150 %g.
(b) – MCE S1 to be used for Navy facilities at identified locations in Washington State equals
50 %g.
C-22
UFC 3-310-01
25 May 2005
APPENDIX D
SITE SPECIFIC STRUCTURAL LOADING DATA –
OUTSIDE OF THE UNITED STATES, ITS TERRITORIES AND POSSESSIONS
D-1
Climatic Loading Data Table. Site-specific structural climatic loading
data for potential DoD locations outside of the United States, its territories and
possessions is provided in Table D-1.
ED
D-2
Earthquake Loading Data Table. Site-specific earthquake loading data
for potential DoD locations outside of the United States, its territories and possessions
is provided in Table D-2.
Ground Wind
Frost
Ground Wind
Frost
Snow Speed Penetration Snow Speed Penetration
TABLE D-1
Continent
/ Region Country
Alexandria
Morocco
Casablanca
kPa
0.00
0.00
km/h
Note
(a)
137
145
(inches)
0
0
mm
0
0
0
0
0
0
0
85
91
114
92
91
0
0
0
0
0
0.00
0.00
0.00
0.00
0.00
137
146
183
148
146
0
0
0
0
0
15
120
25
0.72
193
635
12
40
120
101
10
30
0.57
1.92
193
163
254
762
0
180
0
0.00
290
0
(psf)
0
0
Afghanistan Kabul
Bahrain
NSA Bahrain
India
Bombay
AN
Asia
Base / City
Egypt
(mph)
Note
(a)
85
90
C
Africa
EL
L
TABLE D-1 STRUCTURAL CLIMATIC LOADING DATA – OUTSIDE OF THE
UNITED STATES, ITS TERRITORIES AND POSSESSIONS
Calcutta
Madras
New Delhi
Iraq
Baghdad
Basra
C
Japan
NAF Atsugi
MCAS Iwakuni
Misawa AFB
Okinawa
Camp Butler
(Leshima, Camps
Gonsalves,
Hansen, Schwab,
Kinser, Foster,
Lester)
MCAS Futenma
Kakena AB
Torii Station
White Beach
D-1
UFC 3-310-01
25 May 2005
Ground Wind
Frost
Ground Wind
Frost
Snow Speed Penetration Snow Speed Penetration
Continent
/ Region Country
Asia
Japan
Base / City
Sagamihara
Sasebo
Tokyo
COMFLTACT
Yokosuka
Yokata AFB,
Honshu
Wakkanai
(psf)
12
12
12
(mph)
Note
(a)
100
100
100
(inches)
10
5
6
12
100
55
130
Camp Zama
kPa
0.57
0.57
0.57
km/h
Note
(a)
161
161
161
mm
254
127
152
5
0.57
161
127
36
2.63
209
914
0
0.00
ED
TABLE D-1
Kuwait
Kuwait City
Oman
Areas south and
west of Jabal
Akehadar
- Ibri
0
105
0
0.00
169
0
- Nazwa
0
105
0
0.00
169
0
0
105
0
0.00
169
0
0
0
105
105
0
0
0.00
0.00
169
169
0
0
0
0
0
0
0
115
115
115
115
115
0
0
0
0
0
0.00
0.00
0.00
0.00
0.00
185
185
185
185
185
0
0
0
0
0
- Sumail
0
0
115
115
0
0
0.00
0.00
185
185
0
0
- Rikshah
0
115
0
0.00
185
0
- Shaww
EL
L
Batinah Coast
0
- Ash Shinash
C
- Sib
- Suhar
AN
Central,
Southern, and
Coastal Areas
Sur to Sarfait
- Barik
- Dawqa
- Hayma
C
- Salalah
Oman
- Shalim
High Jabal
Locations
- Miskin
0
0
115
0
0.00
185
0
Kuria Muria
Island
Masirah Island
0
0
120
120
0
0
0.00
0.00
193
193
0
0
Mussandam
Island
0
120
0
0.00
193
0
D-2
UFC 3-310-01
25 May 2005
Ground Wind
Frost
Ground Wind
Frost
Snow Speed Penetration Snow Speed Penetration
Continent
/ Region Country
Asia
Pakistan
Quatar
Base / City
(psf)
10
0
0
0
Peshawar
Doha
Saudi Arabia Dhahran
Hafr al Batin
Khamis
Mushayt
Jeddah
Jubail
Qadimah
Tabuk
South Korea Camp Casey
Camp Hialeah,
Pusan
Camp
Humphreys /
Pyongtaek
Chinhae
0
0
0
0
0
0
80
80
80
80
80
80
0
20
20
AN
Kunsan /
Kunsan City
Osan AFB /
Songtan
Pohang
Seoul
Taegu
Uijongbu
Yongsan / Seoul
Da Nang
Taiwan
Ho Chi Minh
City
Nha Trang
Tainan
C
Vietnam
Taipei
kPa
0.48
0.00
0.00
0.00
km/h
Note
(a)
142
140
129
mm
152
0
0
0
0
0
0
0
0
0
0.00
0.00
0.00
0.00
0.00
0.00
129
129
129
129
129
129
0
0
0
0
0
0
95
105
105
45
24
48
0.00
0.96
0.96
153
169
169
1143
610
1219
0
100
30
0.00
161
762
0
20
20
0
20
20
0
95
110
105
115
105
105
120
45
24
48
40
48
45
0
0.00
0.96
0.96
0.00
0.96
0.96
0.00
153
177
169
185
169
169
193
1143
610
1219
1016
1219
1143
0
0
0
0
0
95
95
120
130
0
0
0
0
0.00
0.00
0.00
0.00
153
153
193
209
0
0
0
0
0
0
80
95
0
0
0.00
0.00
129
153
0
0
0
0
85
85
0
0
0.00
0.00
137
137
0
0
C
Kimpo AFB
87
80
(inches)
6
0
0
0
EL
L
Riyadh
(mph)
Note
(a)
88
ED
TABLE D-1
Tsoying
Thailand
Bangkok
Chiang Mai
Sattahip
Thailand
Udonthani
D-3
UFC 3-310-01
25 May 2005
Ground Wind
Frost
Ground Wind
Frost
Snow Speed Penetration Snow Speed Penetration
TABLE D-1
Turkey
Central
America
Canal Zone
Europe
Belgium
Base / City
Ankara
(psf)
(inches)
kPa
km/h
Note
(a)
mm
20
99
24
0.96
159
610
Incirlik AB /
Adana
Izmir AS
0
70
5
0.00
113
127
Karamursel
15
95
0
95
ED
Asia
(mph)
Note
(a)
305
15
89
12
0.72
143
305
C
Continent
/ Region Country
15
100
15
0.72
161
381
15
100
15
0.72
161
381
15
95
12
0.72
153
305
15
10
104
94
12
12
0.72
0.48
167
151
305
305
15
10
15
15
99
104
99
99
12
12
12
12
0.72
0.48
0.72
0.72
159
167
159
159
305
305
305
305
Brussels
Kester
Shape Chievres
Tulza AFB
0.72
153
0
0.00
153
0
EL
L
Kleine Brogel
12
Bosnia Hertzegovina
England
RAF Alconbury,
Molesworth /
Huntingdon
Birmingham
RAF Croughton
/ Brackley
RAF Fairford
C
AN
RAF
Lakenheath /
Lakeheath
Village
USNA UK /
London
RAF Menwith
Hill / Harrogate
RAF Mildenhall
Plymouth
RAF Upwood /
Ramsey
JMF St.
Mawgan /
Cornwall
Sculthorpe AB
Southport
South Shields
Spurn Head
Germany
Ansbach
Bamberg
D-4
UFC 3-310-01
25 May 2005
Ground Wind
Frost
Ground Wind
Frost
Snow Speed Penetration Snow Speed Penetration
TABLE D-1
Europe
Germany
Base / City
(psf)
(mph)
Note
(a)
(inches)
25
85
30
25
25
25
90
55
55
kPa
km/h
Note
(a)
mm
1.20
137
762
Baumholder
Bremen
Buechel Air
Base / Cochem
Darmstadt
Garmisch AST
Geilenkirchen
Grafenwoehr
Hanau
Hohenfels
Illesheim
Kaiserslautern
Kalkar
Mannheim
Munich
1.20
1.20
1.20
Rhein-Main Air
Base
Schweinfurt
AN
Spangdahlem
Air Base
Stuttgart
145
89
89
0
635
762
98
36
1.92
158
914
25
85
30
1.20
137
762
25
45
55
90
30
36
1.20
2.16
89
145
762
914
25
5
90
92
35
0
1.20
0.24
145
148
889
0
5
30
86
115
0
24
0.24
1.44
138
185
0
610
30
10
146
80
36
18
1.44
0.48
235
129
914
457
5
110
6
0.24
177
152
40
C
Ramstein AB
0
25
30
EL
L
Heidelberg
ED
Continent
/ Region Country
C
Vilseck
Greece
Wiesbaden /
Mainz /
Dexheim
Wuerzburg /
Kitzingen /
Giebelstadt
Athens
Larissa
Iceland
NAS Soudi Bay
/ Mouzouras
Keflavik - NSA
Thorshofn
Italy
Aviano AB
Brindisi / San
Vito
D-5
UFC 3-310-01
25 May 2005
Ground Wind
Frost
Ground Wind
Frost
Snow Speed Penetration Snow Speed Penetration
TABLE D-1
Continent
/ Region Country
Europe
Italy
Base / City
(psf)
(mph)
Note
(a)
Camp Darby
Livorno
Gaeta - NSA
20
80
20
20
20
35
80
80
90
80
ED
0.72
113
3048
15
133
12
0.72
214
305
0
120
0
0.00
193
0
15
15
15
15
15
15
90
99
85
99
100
120
12
12
12
12
12
12
0.72
0.72
0.72
0.72
0.72
0.72
145
159
137
159
161
193
305
305
305
305
305
305
15
105
12
0.72
169
305
10
83
6
0.48
134
152
5
5
90
117
5
6
0.24
0.24
145
188
127
152
10
117
6
0.48
188
152
47
115
36
2.25
185
914
66
107
permafrost
3.16
172 permafrost
41
81
72
1.96
130
1829
27
84
60
1.29
135
1524
Stavanger
Azores / Lajes
Field
Southlant /
Oeiras
Aberdeen
AN
Edzell
Glasgow
Prestwick
Stornoway
Thurso
C
Madrid / JHQ
SW
Moron AB
NS Rota
San Pablo
0.96
0.96
0.96
1.68
129
129
145
129
HRF Valencia
Zaragoza
Canada
5
5
5
25
EL
L
Londonderry
Edinburgh
North
America
0
120
AF North
Brunssum
Schinnen
Spain
129
70
Netherlands Volkel Air Base
Scotland
0.96
15
Vicenza
Portugal
mm
127
127
127
635
NAS Sigonella
Northern
Ireland
Norway
0
kPa
C
Ghedi
NSA La
Maddalena
NSA Naples
(inches)
km/h
Note
(a)
Argentia NAS,
Newfoundland
Churchill,
Manitoba
Cold Lake,
Alberta
Edmonton,
Alberta
D-6
UFC 3-310-01
25 May 2005
Ground Wind
Frost
Ground Wind
Frost
Snow Speed Penetration Snow Speed Penetration
Continent
/ Region Country
North
America
Canada
Base / City
E. Harmon AFB,
Newfoundland
Fort William,
Ontario
Frobisher,
N.W.T.
Goose Airport,
Newfoundland
Ottawa, Ontario
Simiutak AB
Sondrestrom AB
Thule AB
kPa
km/h
Note
(a)
(inches)
mm
86
113
60
4.12
182
1524
73
81
60
3.50
130
1524
50
107
permafrost
2.40
172 permafrost
100
60
89
90
60
48
4.79
2.87
143
145
1524
1219
72
40
114
90
36
36
3.45
1.92
183
145
914
914
EL
L
Greenland
St. John’s,
Newfoundland
Toronto, Ontario
Winnipeg,
Manitoba
Narsarssuak AB
(psf)
(mph)
Note
(a)
45
82
60
2.16
132
1524
30
139
60
1.44
224
1524
25
20
25
166
120
135
60
permafrost
permafrost
1.20
0.96
1.20
267
1524
193 permafrost
217 permafrost
0
67
0
0.00
108
0
0
148
0
0.00
238
0
0
148
0
0.00
238
0
0
161
0
0.00
259
0
0
148
0
0.00
238
0
0
105
0
0.00
169
0
0
59
0
0.00
95
0
105
0
0.00
169
0
0
0
95
110
0
0
0.00
0.00
153
177
0
0
0
85
0
0.00
137
0
0
150
0
0.00
241
0
0
105
0
0.00
169
0
C
AN
C
Ascension
Atlantic
Island
Ocean
Caribbean The Bahamas Eleuthera Island
Sea
Grand Bahama
Island
Grand Turk
Island
Great Exuma
Island
Cuba
NS
Guantanamo
Bay
Port of Spain
Caribbean Trinidad
Island
Sea
British Indian NSF Diego
Indian
Ocean
Garcia
Ocean
Pacific
Ocean
Territory
Caroline
Islands
Johnston
Atoll
Marcus
Island
Marshall
Islands
Koror, Paulau
Islands
Ponape
Kwajalein
ED
TABLE D-1
D-7
UFC 3-310-01
25 May 2005
Ground Wind
Frost
Ground Wind
Frost
Snow Speed Penetration Snow Speed Penetration
TABLE D-1
Pacific
Ocean
Marshall
Islands
Base / City
(psf)
(mph)
Note
(a)
kPa
km/h
Note
(a)
(inches)
mm
0
110
0
0.00
177
0
0
0
0
0
0
95
90
90
90
150
0
0
0
0
0
0.00
0.00
0.00
0.00
0.00
153
145
145
145
241
0
0
0
0
0
0
210
0
0.00
338
0
Wake Island
Midway
Island
Phillipine Is. Clark AFB
Sangley Point
Subic Bay
Apia / Upolu
Volcano
Island
Iwo Jima
EL
L
Samoa
ED
Continent
/ Region Country
Notes to Table D-1, “STRUCTURAL CLIMATIC LOADING DATA – OUTSIDE OF THE
UNITED STATES, ITS TERRITORIES AND POSSESSIONS”
C
AN
C
Note (a) – Use a minimum wind speed of 85 mph (137 km/h) for all locations
D-8
UFC 3-310-01
25 May 2005
TABLE D-2 EARTHQUAKE LOADING DATA – OUTSIDE OF THE
UNITED STATES, ITS TERRITORIES AND POSSESSIONS
TABLE D-2
Seismic Loading (Site Class B)
Country
Base / City
Africa
Egypt
Alexandria
Morocco
Casablanca
Afghanistan
Kabul
Bahrain
NSA Bahrain
India
Bombay
Asia
MCE SS
(%g)
23
25
128
31
26
50
14
71
124 (a)
98
259
MCE S1
(%g)
9
10
51
12
10
20
6
28
56 (a)
39
104
10/50 SS
(%g)
11
13
64
15
13
25
7
35
62 (a)
49
130
10/50 S1
(%g)
5
5
26
6
5
10
3
14
29 (a)
20
52
94
104
38
42
47
52
19
21
165 (a)
75 (a)
83 (a)
38 (a)
325
91
187
130
36
75
162
45
94
65
18
37
313
200
54
334
54
125
80
22
134
22
157
100
27
167
27
63
40
11
67
11
Areas south and west
of Jabal Akehadar
- Ibri
91
36
46
18
- Nazwa
88
35
44
18
166
66
83
33
Calcutta
Madras
New Delhi
Baghdad
Basra
Japan
EL
L
Iraq
NAF Atsugi
MCAS Iwakuni
Misawa AFB
AN
C
Okinawa
Camp Butler
(Leshima, Camps
Gonsalves, Hansen,
Schwab, Kinser,
Foster, Lester)
MCAS Futenma
Kakena AB
Torii Station
White Beach
Sagamihara
Sasebo
C
Tokyo
Kuwait
Oman
ED
Continent /
Region
COMFLTACT
Yokosuka
Yokata AFB, Honshu
Wakkanai
Camp Zama
Kuwait City
Batinah Coast
- Ash Shinash
D-9
UFC 3-310-01
25 May 2005
TABLE D-2
Seismic Loading (Site Class B)
Continent /
Region
Country
Base / City
Asia
Oman
- Sib
- Suhar
MCE SS
(%g)
129
149
MCE S1
(%g)
52
60
10/50 SS
(%g)
65
75
10/50 S1
(%g)
26
30
3
0
8
0
1
0
3
0
2
0
4
0
1
0
2
0
43
54
21
- Dawqa
- Hayma
- Salalah
- Shalim
High Jabal Locations
- Miskin
EL
L
107
ED
Central, Southern,
and Coastal Areas
Sur to Sarfait
- Barik
- Sumail
- Rikshah
- Shaww
98
99
39
40
49
50
20
20
19
8
9
4
105
6 (a)
10
42
6 (a)
53
3 (a)
21
3 (a)
4
5
2
6
49
35
24
6 (a)
2
20
14
10
6 (a)
3
24
18
12
3 (a)
1
10
7
5
3 (a)
28
15
30
11
6
12
14
7
15
6
3
6
19
17
15
17
19
14
17
7
7
6
7
7
6
7
9
8
8
8
9
7
8
4
3
3
3
4
3
3
Kuria Muria Island
Masirah Island
Mussandam Island
Peshawar
Quatar
C
Pakistan
Saudi Arabia
Doha
Dhahran
AN
Hafr al Batin
Khamis Mushayt
Jeddah
Jubail
Qadimah
C
Riyadh
South Korea
Tabuk
Camp Casey
Camp Hialeah, Pusan
Camp Humphreys /
Pyongtaek
Chinhae
Kimpo AFB
Kunsan / Kunsan City
Osan AFB / Songtan
Pohang
Seoul
D-10
UFC 3-310-01
25 May 2005
TABLE D-2
Seismic Loading (Site Class B)
Country
Base / City
Asia
South Korea
Taegu
MCE SS
(%g)
29
17
17
18
14
13
239
325
251
28
27
21
24
MCE S1
(%g)
11
7
7
7
6
5
96
130
100
11
11
9
10
10/50 SS
(%g)
14
8
9
9
7
6
120
162
125
14
14
11
12
10/50 S1
(%g)
6
3
3
4
3
3
48
65
50
6
5
4
5
99
40
49
20
105
242
139
42
97
56
52
121
70
21
48
28
93
32
36
37
13
14
46
16
18
19
6
7
31
13
16
6
54
22
27
11
92
37
46
18
18
22
7
9
9
11
4
4
RAF Croughton /
Brackley
RAF Fairford
28
16
11
6
14
8
6
3
RAF Lakenheath /
Lakeheath Village
USNA UK / London
15
13
6
3
8
6
3
1
21
9
11
4
Plymouth
15
20
6
8
8
10
3
4
RAF Upwood /
Ramsey
16
6
8
3
Uijongbu
Yongsan / Seoul
Vietnam
Da Nang
Ho Chi Minh City
Taiwan
Nha Trang
Tainan
Taipei
Tsoying
Thailand
Bangkok
Chiang Mai
EL
L
Sattahip
Udonthani
Turkey
Ankara
Incirlik AB / Adana
Izmir AS
Karamursel
Canal Zone
Belgium
C
Central
America
Europe
Brussels
Kester
AN
Kleine Brogel
Shape - Chievres
Tulza AFB
Bosnia Hertzegovina
RAF Alconbury,
England
Molesworth /
Huntingdon
Birmingham
C
ED
Continent /
Region
RAF Menwith Hill /
Harrogate
RAF Mildenhall
D-11
UFC 3-310-01
25 May 2005
TABLE D-2
Seismic Loading (Site Class B)
Continent /
Region
Country
Base / City
Europe
England
JMF St. Mawgan /
Cornwall
Sculthorpe AB
Southport
South Shields
MCE SS
(%g)
MCE S1
(%g)
10/50 SS
(%g)
10/50 S1
(%g)
20
16
23
11
4
6
9
5
10
8
12
6
2
3
5
2
Germany
Ansbach
24
21
25
10
Bamberg
Baumholder
Bremen
Garmisch AST
Geilenkirchen
Grafenwoehr
Hanau
Heidelberg
Hohenfels
C
Illesheim
Kaiserslautern
Kalkar
AN
Mannheim
Munich
Ramstein AB
Rhein-Main Air Base
C
Schweinfurt
Greece
Spangdahlem Air
Base
Stuttgart
Vilseck
Wiesbaden / Mainz /
Dexheim
Wuerzburg / Kitzingen
/ Giebelstadt
Athens
Larissa
Iceland
10
8
10
4
12
10
13
5
5
4
5
2
13
16
18
22
10
15
15
10
16
20
23
27
12
19
19
13
7
8
9
11
5
8
8
5
23
25
22
9
10
9
11
13
11
5
5
4
40
26
24
39
21
16
10
10
16
8
20
13
12
20
10
8
5
5
8
4
24
44
22
10
18
9
12
22
11
5
9
4
38
15
19
8
21
81
140
9
32
26
11
40
70
4
16
13
120
34
60
17
100
40
50
20
33
40
46
55
24
38
38
26
EL
L
Buechel Air Base /
Cochem
Darmstadt
ED
Spurn Head
NAS Soudi Bay /
Mouzouras
Keflavik - NSA
D-12
UFC 3-310-01
25 May 2005
TABLE D-2
Seismic Loading (Site Class B)
Country
Base / City
Europe
Iceland
Thorshofn
Italy
Aviano AB
Brindisi / San Vito
Camp Darby Livorno
Gaeta - NSA
Ghedi
NSA La Maddalena
NSANaples
NAS Sigonella
Vicenza
Volkel Air Base
AF North Brunssum
Schinnen
Northern
Ireland
Norway
Portugal
Stavanger
Azores / Lajes Field
C
Aberdeen
Edinburgh
AN
Edzell
Glasgow
Spain
Prestwick
Stornoway
Thurso
Madrid / JHQ SW
C
Moron AB
North America Canada
10/50 SS
(%g)
10/50 S1
(%g)
49
115
37
62
50
71
23
67
120
93
29
55
6 (a)
19
46
15
25
21
29
9
27
31
37
12
22
6 (a)
24
57
18
31
25
36
12
34
60
46
15
28
3 (a)
10
23
7
12
11
14
5
14
16
19
6
11
3 (a)
8
3
4
2
165
61
9
17
11
21
12
10
9
75
25
4
7
4
9
5
4
3
83
31
5
8
5
11
6
5
4
38
12
2
3
2
4
2
2
2
13
61
72
5
24
28
6
31
36
3
12
14
66
15
27
6
33
8
13
3
21
1
5
8
8
0
2
3
10
0
3
4
4
0
1
2
16
6
8
3
Londonderry
Southlant / Oeiras
Scotland
MCE S1
(%g)
EL
L
Netherlands
MCE SS
(%g)
ED
Continent /
Region
NS Rota
San Pablo
HRF Valencia
Zaragoza
Argentia NAS,
Newfoundland
Churchill, Manitoba
Cold Lake, Alberta
Edmonton, Alberta
E. Harmon AFB,
Newfoundland
Fort William, Ontario
D-13
UFC 3-310-01
25 May 2005
TABLE D-2
Seismic Loading (Site Class B)
Country
Base / City
Frobisher, N.W.T.
North America Canada
Goose Airport,
Newfoundland
Ottawa, Ontario
St. John’s,
Newfoundland
Toronto, Ontario
Winnipeg, Manitoba
Narsarssuak AB
Simiutak AB
Sondrestrom AB
Greenland
Thule AB
Grand Turk Island
Great Exuma Island
NS Guantanamo Bay
Cuba
AN
C
Port of Spain
Trinidad
Island
Indian Ocean British Indian NSF Diego Garcia
Ocean
Territoty
Koror, Paulau Islands
Pacific Ocean Caroline
Islands
Ponape
Johnston Atoll
Marcus Island
Marshall
Islands
C
MCE S1
(%g)
3
10/50 SS
(%g)
3
10/50 S1
(%g)
1
16
91
6
36
8
46
3
18
19
36
31 (a)
31 (a)
31 (a)
22
37
8
15
14 (a)
14 (a)
14 (a)
9
15
10
18
16 (a)
16 (a)
16 (a)
11
18
4
7
7 (a)
7 (a)
7 (a)
4
7
EL
L
Atlantic Ocean Ascension
Island
Caribbean Sea The Bahamas Eleuthera Island
Grand Bahama Island
MCE SS
(%g)
7
ED
Continent /
Region
2
2
58
19
126
1
1
23
8
50
1
1
29
10
63
0
0
12
4
25
171
68
86
34
70
28
35
14
70
103
136
95
28
41
54
38
35
51
68
47
14
21
27
19
119
137
48
55
60
68
24
27
Kwajalein
Wake Island
Midway Island
Pacific Ocean Phillipine Is.
Clark AFB
159
64
32
79
195
78
97
39
Subic Bay
177
71
88
35
Apia / Upolu
Samoa
158
63
79
32
Volcano Island Iwo Jima
89
36
45
18
Notes to Table D-2, “EARTHQUAKE LOADING DATA – OUTSIDE OF THE UNITED
STATES, ITS TERRITORIES AND POSSESSIONS”
Sangley Point
Note (a) – Values from TI 809-04, Seismic Design for Buildings. No updated data available.
D-14
UFC 3-310-01
25 May 2005
APPENDIX E
EARTHQUAKE LOADING DATA AT ADDITIONAL SELECTED
LOCATIONS
OUTSIDE OF THE UNITED STATES, ITS TERRITORIES
AND POSSESSIONS
ED
E-1
Earthquake Loading Data Table. Earthquake loading data for additional
selected cities outside of the United States, its territories and possessions is provided in
Table E-1.
TABLE E-1 EARTHQUAKE LOADING DATA AT ADDITIONAL
LOCATIONS OUTSIDE OF THE UNITED STATES, ITS
TERRITORIES AND POSSESSIONS
TABLE E-1
Seismic Loading (Site Class B)
Country
Africa
Algeria
MCE SS
(%g)
96.1
60.0
5.6
10.9
2.6
44.1
66.1
15.8
26.0
Base / City
AN
C
Alger
Oran
Luanda
Angola
Cotonou
Benin
Gaborone
Botswana
Burkino Vaso Kampala
Bujumbura
Burundi
Douala
Cameroon
Yaounde
Bangui
Central
African
Republic
Ndjamena
Chad
Brazzaville
Congo,
Democratic
Republic of
the
Bukavu
C
Congo
Cote d'Ivoire
Djibouti
Egypt
Equatorial
Guinea
Eritrea
Ethiopia
Gabon
MCE S1
(%g)
38.4
24.0
2.2
4.4
1.0
17.7
26.5
6.3
10.4
10/50 SS
(%g)
48.0
30.0
2.8
5.4
1.3
22.1
33.1
7.9
13.0
10/50 S1
(%g)
19.2
12.0
1.1
2.2
0.5
8.8
13.2
3.2
5.2
26.0
10.4
13.0
5.2
5.6
2.2
2.8
1.1
74.0
29.6
37.0
14.8
37.4
3.7
81.5
67.2
65.1
14.9
1.5
32.6
26.9
26.1
18.7
1.8
40.7
33.6
32.6
7.5
0.7
16.3
13.4
13.0
15.8
43.0
55.3
26.0
6.3
17.2
22.1
10.4
7.9
21.5
27.6
13.0
3.2
8.6
11.1
5.2
EL
L
Continent /
Region
Kinshasa
Lubumbashi
Abidjan
Djibouti
Cairo
Port Said
Malabo
Asmara
Addis Ababa
Libreville
E-1
UFC 3-310-01
25 May 2005
TABLE E-1
Base / City
Banjul
Gambia
Accra
Ghana
Conakry
Guinea
Guinea-Bissau Bissau
Nairobi
Kenya
Maseru
Lesotho
Monrovia
Liberia
Tripoli
Libya
Madagascar Tananarive
Blantyre
Malawi
Lilongwe
Zomba
Bamako
Mali
Nouakchott
Mauritania
Kenitra
Morocco
Rabat
Tangier
Mozambique Maputo
Niamey
Niger
Ibadan
Nigera
Kaduna
Lagos
Kigali
Rwanda
Dakar
Senegal
Sierra Leone Freetown
Mogadishu
Somalia
South Africa Cape Town
Durban
Johannesburg
Natal
Pretoria
Swaziland
Dar es Salaam
Tanzania
Mbabane
Zanzibar
Togo
Lome
Tunisia
Tunis
Uganda
Ougadougou
Zambia
Harare
Zimbabwe
Lusaka
Manama
Bahrain
Dhaka
Bangladesh
Bandar Seri Begawan
Brunei
Mandalay
Burma
MCE SS
(%g)
MCE S1
(%g)
10/50 SS
(%g)
10/50 S1
(%g)
35.6
36.1
0.9
30.7
6.3
21.4
57.1
18.4
46.3
26.3
48.3
14.3
14.5
0.4
12.3
2.5
8.5
22.9
7.3
18.5
10.5
19.3
17.8
18.1
0.5
15.3
3.1
10.7
28.6
9.2
23.1
13.2
24.2
7.1
7.2
0.2
6.1
1.3
4.3
11.4
3.7
9.3
5.3
9.7
3.1
10.8
10.2
17.7
4.1
0.1
3.8
13.5
12.7
22.2
5.1
0.1
1.5
5.4
5.1
8.9
2.0
0.0
5.6
0.3
27.8
7.7
34.9
2.2
0.1
11.1
3.1
14.0
2.8
0.1
13.9
3.8
17.4
1.1
0.1
5.6
1.5
7.0
26.0
28.7
3.1
6.4
3.1
17.1
17.9
11.5
37.5
91.0
10.4
11.5
1.2
2.6
1.2
6.8
7.2
4.6
15.0
36.4
13.0
14.3
1.5
3.2
1.5
8.5
9.0
5.7
18.8
45.5
5.2
5.7
0.6
1.3
0.6
3.4
3.6
2.3
7.5
18.2
5.6
21.9
26.9
69.5
37.2
201.0
2.2
8.8
10.8
27.8
14.9
80.4
2.8
11.0
13.5
34.8
18.6
100.5
1.1
4.4
5.4
13.9
7.4
40.2
7.7
27.0
25.5
44.3
10.2
0.2
C
AN
C
EL
L
Africa
Country
ED
Continent /
Region
Seismic Loading (Site Class B)
Asia
E-2
UFC 3-310-01
25 May 2005
TABLE E-1
Burma
China
Rangoon
Beijing (Peking)
Chengdu
Chongqing
Guangzhou (Canton)
Harbin
Nanjing
Qingdao (Tsingtao)
Shanghai
Shengyang
Tianjin (Tientsan)
Wuhan
Nicosia
Hong Kong
Bandung
Jakarta
Medan
Surabaya
Isfahan
Shiraz
Tabriz
Tehran
Haifa
Jerusalem
Tel Aviv
Fukuoka
Itazuke AFB
Kobe
Naha, Okinawa
Osaka
Sapporo
Yokohama
Amman
Ali Al Salem
Vientiane
Beirut
Kuala Lumpur
Kathmandu
Muscat
Islamabad
Karachi
Lahore
All
Cyprus
Hong Kong
Indonesia
Iran
AN
Israel
C
Japan
Jordan
Kuwait
Laos
Lebanon
Malaysia
Nepal
Oman
Pakistan
Singapore
MCE SS
(%g)
76.8
55.9
44.2
8.4
13.5
12.4
23.4
31.6
17.3
88.7
72.2
7.3
118.0
12.8
164.3
138.1
111.5
96.4
90.8
173.2
181.2
205.0
136.9
106.9
95.2
67.4
73.6
189.8
MCE S1
(%g)
30.7
22.4
17.7
3.4
5.4
4.9
9.4
12.6
6.9
35.5
28.9
2.9
47.2
5.1
65.7
55.2
44.6
38.6
36.3
69.3
72.5
82.0
54.7
42.8
38.1
27.0
29.4
75.9
10/50 SS
(%g)
38.4
28.0
22.1
4.2
6.8
6.2
11.7
15.8
8.7
44.3
36.1
3.7
59.0
6.4
82.1
69.0
55.7
48.2
45.4
86.6
90.6
102.5
68.4
53.4
47.6
33.7
36.8
94.9
10/50 S1
(%g)
15.4
11.2
8.8
1.7
2.7
2.5
4.7
6.3
3.5
17.7
14.4
1.5
23.6
2.6
32.9
27.6
22.3
19.3
18.2
34.6
36.2
41.0
27.4
21.4
19.0
13.5
14.7
38.0
71.2
40.2
99.3
28.1
9.7
21.6
59.9
22.3
98.2
49.5
51.6
29.3
46.8
15.0
89.0
50.2
124.1
35.1
12.1
27.0
74.9
27.9
122.8
61.8
64.5
36.6
58.5
18.8
35.6
20.1
49.6
14.0
4.8
10.8
29.9
11.2
49.1
24.7
25.8
14.7
23.4
7.5
ED
Base / City
EL
L
Asia
Country
C
Continent /
Region
Seismic Loading (Site Class B)
E-3
178.1
100.4
248.2
70.2
24.2
53.9
149.7
55.8
245.5
123.6
128.9
73.3
117.1
37.5
UFC 3-310-01
25 May 2005
TABLE E-1
Sir Lanka
South Korea
South Korea
Colombo
Kimhae
Kwangju
Pusan
Aleppo
Damascus
Changhua
Kao-hsiung
Songkhla
Udorn
Istanbul
Abu Dhabi
Syria
Taiwan
Thailand
Turkey
United Arab
Emirates
Yemen
Central
America
Costa Rica
El Salvador
Guatemala
Honduras
Albania
Austria
Belgium
Bulgaria
Czech
Republic
Denmark
England
Finland
France
C
Germany
MCE S1
(%g)
1.0
7.3
5.2
13.1
25.7
31.6
109.8
100.3
11.8
9.6
58.3
10/50 SS
(%g)
1.3
9.2
6.5
16.4
32.2
39.5
137.2
125.3
14.8
12.0
72.9
10/50 S1
(%g)
0.5
3.7
2.6
6.6
12.9
15.8
54.9
50.1
5.9
4.8
29.2
42.8
67.4
14.7
13.7
53.5
84.2
18.3
17.2
21.4
33.7
7.3
6.9
53.7
280.4
170.8
168.3
99.9
111.6
41.5
49.3
19.7
116.3
21.5
112.2
68.3
67.3
40.0
44.6
16.6
19.7
7.9
46.5
26.8
140.2
85.4
84.2
50.0
55.8
20.7
24.7
9.9
58.1
10.7
56.1
34.2
33.7
20.0
22.3
8.3
9.9
3.9
23.3
12.8
11.6
23.0
5.1
16.4
36.2
28.6
44.4
41.3
42.7
34.2
5.1
42.2
30.6
37.7
21.9
5.1
4.7
9.2
2.0
6.6
14.5
11.4
17.8
16.5
17.1
13.7
2.0
16.9
12.3
15.1
8.8
6.4
5.8
11.5
2.6
8.2
18.1
14.3
22.2
20.7
21.3
17.1
2.6
21.1
15.3
18.8
11.0
2.6
2.3
4.6
1.0
3.3
7.2
5.7
8.9
8.3
8.5
6.8
1.0
8.4
6.1
7.5
4.4
107.0
168.4
36.6
34.3
Dubai
Aden City
Sanaa
Belmopan
San Jose
San Salvador
Guatemala
Tegucigalpa
Tirana
Salzburg
Vienna
Antwerp
Sofia
Prague
AN
Europe
Belize
MCE SS
(%g)
2.6
18.3
12.9
32.8
64.3
79.1
274.4
250.6
29.6
24.1
145.8
ED
Base / City
EL
L
Asia
Country
C
Continent /
Region
Seismic Loading (Site Class B)
Copenhagen
Liverpool
Helsinki
Bordeaux
Istres AFB
Lyon
Marseille
Nice
Strasbourg
Babenhausen
Berlin
Bonn
Dusseldorf
Frankfurt am Main
Giebelstadt
E-4
UFC 3-310-01
25 May 2005
TABLE E-1
Seismic Loading (Site Class B)
Germany
Greece
Hungary
Iceland
Italy
Taszar AB
Reykjavik
Florence
Genoa
Milan
Palermo
Rome
Siculiana
Trieste
Turin
Luxembourg
Valletta
Amsterdam
Belfast
Portugal
C
Republic of
Ireland
Romania
Russia
Scotland
Serbia and
Montenegro
Slovakia
10/50 SS
(%g)
4.6
10.6
11.9
19.4
54.1
43.4
68.5
71.0
23.1
10/50 S1
(%g)
1.8
4.2
4.7
7.7
21.6
17.3
27.4
28.4
9.3
36.7
38.6
26.4
16.5
26.8
35.9
17.9
28.9
21.5
8.6
11.5
5.2
45.9
48.2
33.0
20.7
33.5
44.9
22.4
36.2
26.8
10.7
14.3
6.5
18.4
19.3
13.2
8.3
13.4
18.0
9.0
14.5
10.7
4.3
5.7
2.6
8.7
14.8
19.1
5.6
11.7
10.2
67.7
64.5
3.5
5.9
7.6
2.2
4.7
4.1
27.1
25.8
4.3
7.4
9.5
2.8
5.9
5.1
33.9
32.2
1.7
3.0
3.8
1.1
2.3
2.0
13.5
12.9
9.4
104.9
6.6
6.6
3.8
42.0
2.7
2.7
4.7
52.5
3.3
3.3
1.9
21.0
1.3
1.3
6.6
18.3
21.6
2.7
7.3
8.6
3.3
9.2
10.8
1.3
3.7
4.3
97.2
103.9
56.2
38.9
41.6
22.5
48.6
52.0
28.1
19.4
20.8
11.2
91.8
96.4
66.1
41.3
66.9
89.8
44.8
72.3
53.7
21.4
28.6
13.0
Oslo
Krakow
Poznan
Waraszawa
Warsow
Lisbon
Oporto
Dublin
AN
Luxembourg
Malta
Netherlands
Northern
Ireland
Norway
Poland
MCE S1
(%g)
3.7
8.5
9.5
15.5
43.3
34.7
54.8
56.8
18.5
ED
Europe
MCE SS
(%g)
Hamburg
9.2
Kitzingen
21.2
Landstuhl
23.7
Vaihingen an der Enz
38.7
Kavalla
108.2
Nea Makri
86.7
Rhodes
137.0
Thessaloniki
142.1
Budapest
46.3
Base / City
EL
L
Country
C
Continent /
Region
Bucharest
Kiev
Moscow
St. Petersburg
(Leningrad)
Hamilton
Renfrew
Belgrade
Zagrebac
Bratislava
E-5
UFC 3-310-01
25 May 2005
TABLE E-1
Seismic Loading (Site Class B)
Country
Base / City
Europe
Spain
Barcelona
Bilbao
Sevilleja de la Jara
Goteborg
Stockholm
Bern
Geneva
Zurich
Calgary
Halifax
Montreal
Vancouver
Ciudad Juarez
Guadalajara
Hermosillo
Matamoros
Mazatlan
Merida
Mexico City
Monterrey
Nuevo Laredo
Tijuana
Buenos Aires
La Paz
Belem
Belo Horizonte
Brasilia
Manaus
Porto Alegre
Recife
Rio de Janeiro
Salvador
Sao Paulo
Santiago
Valparaiso
Bogata
Guayaquil
Quito
Asuncion
Lima
Piura
Montevideo
Caracas
Sweden
Switzerland
North America Canada
MCE S1
(%g)
24.0
12.9
5.1
5.7
3.1
17.6
18.5
15.6
7.9
10.0
41.2
36.2
7.3
58.8
18.5
0.8
39.0
1.4
22.8
8.6
5.9
37.1
2.7
44.4
0.2
0.2
0.2
0.7
0.2
1.6
0.2
0.2
0.2
81.0
115.7
66.6
54.8
81.8
6.1
142.1
75.3
1.4
52.4
C
AN
South America Argentina
Bolivia
Brazil
C
EL
L
Mexico
MCE SS
(%g)
60.0
32.1
12.8
14.4
7.7
44.0
46.3
38.9
19.8
25.0
102.9
90.4
18.2
146.9
46.3
2.0
97.4
3.6
56.9
21.5
14.8
92.7
6.6
111.0
0.5
0.5
0.5
1.7
0.5
4.1
0.5
0.5
0.5
202.5
289.3
166.4
136.9
204.6
15.3
355.2
188.3
3.6
131.0
Chile
Colombia
Ecuador
Paraguay
Peru
Uruguay
Venezuela
E-6
10/50 SS
(%g)
30.0
16.1
6.4
7.2
3.8
22.0
23.1
19.5
9.9
12.5
51.4
45.2
9.1
73.4
23.1
1.0
48.7
1.8
28.5
10.8
7.4
46.4
3.3
55.5
0.3
0.3
0.3
0.8
0.3
2.0
0.3
0.3
0.3
101.2
144.7
83.2
68.5
102.3
7.7
177.6
94.1
1.8
65.5
10/50 S1
(%g)
12.0
6.4
2.6
2.9
1.5
8.8
9.3
7.8
4.0
5.0
20.6
18.1
3.6
29.4
9.3
0.4
19.5
0.7
11.4
4.3
3.0
18.5
1.3
22.2
0.1
0.1
0.1
0.3
0.1
0.8
0.1
0.1
0.1
40.5
57.9
33.3
27.4
40.9
3.1
71.0
37.7
0.7
26.2
ED
Continent /
Region
UFC 3-310-01
25 May 2005
TABLE E-1
Country
Base / City
C
C
Caroline
Islands
Fiji
Guam
Marshall
Islands
New Zealand
Papau New
Guinea
Phillipine Is.
10/50 SS
(%g)
52.2
3.6
18.7
12.8
53.8
10/50 S1
(%g)
20.9
1.4
7.5
5.1
21.5
173.6
107.3
131.0
80.0
144.9
97.4
162.4
69.5
42.9
52.4
32.0
58.0
39.0
65.0
86.8
53.6
65.5
40.0
72.4
48.7
81.2
34.7
21.5
26.2
16.0
29.0
19.5
32.5
149.6
89.8
59.8
35.9
74.8
44.9
29.9
18.0
53.1
80.5
108.1
21.2
24.2
32.6
26.5
40.2
60.1
10.6
12.4
17.8
107.5
32.5
59.7
17.8
111.8
0.0
93.1
30.6
46.4
46.9
45.1
43.9
44.7
0.0
28.8
12.2
18.6
18.8
18.0
17.6
55.9
0.0
49.1
15.3
23.2
23.4
22.5
21.9
22.4
0.0
15.4
6.1
9.3
9.4
9.0
8.8
78.6
57.1
100.0
31.4
22.8
40.0
39.3
28.5
50.0
15.7
11.4
20.0
121.4
83.8
228.2
48.6
33.5
91.3
60.7
41.9
114.1
24.3
16.8
45.6
78.1
31.3
39.1
15.6
164.0
114.0
193.2
65.6
45.6
77.3
82.0
57.0
96.6
32.8
22.8
38.6
Scarborough
Trinidad NS
Isabel Segunda
Brisbane
Canberra
AN
Trinidad &
Tobago
Trinidad
Vieques
Pacific Ocean Australia
MCE S1
(%g)
41.8
2.9
15.0
10.2
43.1
EL
L
Maracaibo
South America Venezuela
Caribbean Sea Bahamas, The Nassau
Bridgetown
Barbados
Havana
Cuba
Roseau
Caribbean Sea Dominica
Santo Domingo
Dominican
Republic
Saint Georges
Grenada
Basse-Terre
Guadeloupe
Port au Prince
Haiti
Kingston
Jamaica
Fort-de-France
Martinique
Plymouth
Montserrat
Saint Kitts and Basseterre
Nevis
Castries
Saint Lucia
Saint Vincent Port Eliazabeth
and The
Grenadines
Frederiksted
St. Croix
Bethany
St. John
Charlotte Amalie
St. Thomas
MCE SS
(%g)
104.4
7.1
37.4
25.5
107.7
ED
Continent /
Region
Seismic Loading (Site Class B)
Melbourne
Perth
Sydney
Yap
Suva
Agana
Majuro
Auckland
Wellington
Port Moresby
Baguio
Cebu
Manila
E-7
UFC 3-310-01
25 May 2005
TABLE E-1
Continent /
Region
Seismic Loading (Site Class B)
Country
Capitol Hill
MCE S1
(%g)
39.9
39.8
10/50 SS
(%g)
49.9
49.7
10/50 S1
(%g)
20.0
19.9
C
AN
C
EL
L
ED
Pacific Ocean Saipan
Tinian
MCE SS
(%g)
99.8
99.4
Base / City
E-8
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