-R165 615 ISCELLREOUS STRUCTURES EAST COAST AIR COMAT /MANEUVERING RANGE OFFSHORE.. (U) CREST ENGINEERING INCTULSA OK SEP 76 27-771-98 CHES/NAVFAC-FPO-7626

UNCLASSIFIED N62477-?6?C-0179 F/0 13/13 NL

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UnclassifiedSECURITY CLASSIFICATION OF THIS PAGE~~REPORT DOCUMENTATION PAGE ""

la. REPORT SECURITY CLASSIFICATION lb. RESTRICTIVE MARKINGS

2a. SECURITY CLASSIFICATION AUTHORITY 3. DISTRIBUTION AVAILABILITY OF REP.Approved for public release;distribution is unlimited

2b. DECLASSIFICATION/DOWNGRADING SCHEDULE d.

\4. PERFORMING ORGANIZATION REPORT NUMBER 5. MONITORING ORGANIZATION REPORT ;Report No. 27-771-98 FPO 7626

6a. NAME OF PERFORM. ORG. 6b. OFFICE SYM 7a. NAME OF MONITORING ORGANIZATIONCrest Engineering Ocean Engineering

& ConstructionProject OfficeCHESNAVFACENGCOM

6c. ADDRESS (City. State. and Zip Code) 7b. ADDRESS (City. State. and Zip )Tulsa. OK BLDG. 212. Washington Navy Yard

Washington, D.C. 20374-21218a. NAME OF FUNDING ORG. 8b. OFFICE SYM 9. PROCUREMENT INSTRUMENT INDENT #

Contract No. N62477-76-C-0179Modification P0001

8c. ADDRESS (City. State & Zip) 10. SOURCE OF FUNDING NUMBERSPROGRAM PROJECT TASK WORK UNIT-ELEMENT *# # ACCESS #

'11. TITLE (Including Security Classification)Miscellaneous Structures East Coast Air Combat Maneuvering Range Offshore Kitty

-, Hawk, North Carolina12. PERSONAL AUTHOR(S)

13a. TYPE OF REPORT 13b. TIME COVERED 14. DATE OF REP. (YYMMDD) 15. PAGES

FROM TO 76-09 94~16. SUPPLEMENTARY NOTATION

:17. COSATI CODES 18. SUBJECT TERMS (Continue on reverse if nec.)-FIELD GROUP SUB-GROUP Air Combat Maneuvering Range, Towers,,-__Ocean construction

..19. ABSTRACT (Continue on reverse if necessary & identify by block number)This report contains design calculations relative to the superstructues andstructural appurtenances for the four tripod-type ocean structures for the

* East Coast Air Combat Maneuvering Range offshore Kitty Hawk, North Carolina.

u20. DISTRIBUTION/AVAILABILITY OF ABSTRACT 21. ABSTRACT SECURITY CLASSIFICATIONSAME AS RPT.

.22a. NAME OF RESPONSIBLE INDIVIDUAL 22b. TELEPHONE 22c. OFFICE SYMBOLJacqueline B. Riley 202-433-3881DD FORM 1473, 84MAR SECURITY CLASSIFICATION OF THIS PAGE

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-'¢ r . 7 7 " ; i "!

-: MISCELLANEOUS STRUCTURES "

-'. EAST COAST AIR COMBAT MANEUVERING RANGE "'

ill OFFSHORE KITTY HAWK, NORTH CAROLINA '

CONTRACT NO. N62477-76-C-0179 '"

..If. MODIFICATION NO. P0001 .

Report No. 27-771-98

Prepared for "

NAVY FACILITIES ENGINEERING COMMAND -?:

DEPARTMENT OF THE NAVYCHESAPEAKE DIVISION

"'

By

CREST ENGINEERING, INC. R

TULSA , OKLAHOMA ROLINA

PSeptember 1976

NAY"AC L TI S N IN ER N'CMM N

TULSA, KLAHOM

-' ..',- .'- ? .- .'. , ... -' . '. -. , .' --. ' , -, ' .. .,- . -.,' ...'-. , .' -.- " ..Se p t e m b e r., 1 9 7 6 -.- -, ,. .. . , , .. -. - - -.-'

S. •

TABLE OF CONTENTS

SECTION TITLE PAGE NO.

1.0 INTRODUCTION

1.1 Introduction 1.011.2 Design Criteria 1.021.3 Design Summary 1.031.4 Personnel Resumes 1.04

2.0 SUPERSTRUCTURES

2.1 Introduction 2.012.2 Elevation 2.022.3 Upper Deck 2.032.4 Equipment Deck 2.072.5 Stairways 2.222.6 Dead Weight of Superstructure 2.372.7 Paint Area 2.442.8 Lifting Lugs - Superstructure 2.51

3.0 BOAT LANDING

3.1 Introduction 3.013.2 Elevations, Plans and Sections 3.023.3 Dead Weight of Boat Landing 3.133.4 Paint Area 3.153.5 Boat Fenders 3.16

4.0 EQUIPMENT SUPPORT DETAILS

4.1 Introduction 4.014.2 Antenna Post 4.024.3 Solar Panel Support Details 4.05

Accesion For

NTIS CRA&DTIC TAB 0U;aiinourinced -

J. ,iticatio .. ..... ......... ............ .

ByD.t ibutio'4 I

Availability Codes

Avail id or,Dist Special

...............................

SECTION 1

INTRODUCTION

1.1 INTRODUCTION

'This report contains design calculations relative to

the superstructures and structural appurtenances for the

four tripod-type ocean structures for the East Coast Air

Combat Maneuvering Range offshore Kitty Hawk, North

4..

Ca roli na. ) ,

or F

1.01

. .-. .- .

1.2 DESIGN CRITERIA

The criteria employed to design each component of

the structure are listed as follows:

(a) Superstructure:

Live Loads: Upper Deck 100 psf

Equipment Deck 150 psf

Stairway 100 psf

Material: A36 Structural Steel

(b) Boat Landing:

Design Loads: 4,000 lbs. concentrated load or

equivalent uniform load.

Minimum Plan Dimensions: 4 ft. x 6 ft.

(c) Equipment Supports:

Wind Load: 150 knots at EL(+) 30'-01'

o.p.

1.02

1.022

2;>*

-7 w- 7 I7 ' - L

1.3 DESIGN SUMMARY

Pertinent information relative to the superstructure

and boat landing are listed as follows:

Superstructure: .

Equipment Deck Area 591.5 sq. ft.

Upper Deck Area 362.5 sq. ft.

Structural Steel Weight 113.5 kips .(including stairways, handrails,and kick plate)

Paint Area 8,500.0 sq. ft.

Boat Landing:

Overal Dimensions 22 ft. x 12 ft. x 4 ft.

C: Structural Steel Weight 22.0 kips .-

Paint Area 1,115.7 sq. ft.

1.03

e'

1.4 PERSONNEL RESUMES

The personnel whose resumes follow were actively

engaged in this project. N"

1.04

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CREST OFFSHORE, INC. .4..

Chingmiin (Charlie) Chern

Senior Engineer

University Degree Year :d (p.

National Taiwan Bachelor of ScienceUniversity Civil Engineering 1961

, North Dakota Master of ScienceI ITUState University Civil Engineering 1966

Lehigh Ph. D.University Civil Engineering 1969Tulsa University Graduate Study in

Business Administration-Management 1974

Societies, Licenses, Member American Society of Civil Engineersand Member International Association of Structural andOther Activities: Bridge Engineers

Member American Society of Engineering EducationRegistered Professional Engineer in Oklahoma 7'-

Experience:

1973 to Present Crest Offshore, Inc.

Senior Engaged in the feasibility studies, structural analysis andCivil design of offshore structures, equipment supports and other

Engineer various types of petroleum related civil engineering works.Assignments include:

Evaluation of engineering designs from other agencies.... Analysis and design of offshore structures for oil

industry.... Analysis and design of supports and foundations for

onshore refinery facilities.... Development of a sequence of computer programs

for the analysis of offshore structures.

.',

CREST OFFSHORE, INC.

Chingmiin (Charlie) Chern

Senior Civil Engineer

Experience Continued:

1969 to 1973 North Dakota State University

Associate Engaged in full-time lecture instruction for civilProfessor of engineering (graduate school division) and construc-Civil Engineering tion management. Also served as consultant to local

industry (undergraduate school division) in the areaof computer applications in engineering.

1966 to 1969 Fritz Engineering Laboratory

Research Assisted in the design and testing of various types ofAssistant steel structures.

1966 North Dakota State Highway Department

Highway Responsible for construction surveying.Engineer

1965 U.S. Forest Service

-, Assistant Assisted in surveying responsibilities.Crew Chief

Ir7''--4

S.'...

S S.-. . ~ ~ ~ ~ ~ ~ ~ ,°' .. ....................

SECTION 2

• ," SUPERSTRUCTURES

2.1 INTRODUCTION

Set forth hereinafter are the design calculations for

the superstructure which is common to each platform.

Structural steel weights and the surface area to be painted

are also tabulated.

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SECTION 3

~' ( -" BOAT LANDING

3.1 INTRODUCTION

The boat landing structural framing presented herein

is designed to fit each of the four platform structures.

Component details, boat bumpers, grating and stairs associated

with the boat landing are not included in this section.

Structural steel weights and the surface area to be painted

are provided however.

,12

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SECTION 4

EQUIPMENT SUPPORT DETAILS

4.1 INTRODUCTION

*i Support details for antenna post and solar panel

framing are presented in this section.

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CREST OFFSHORE, INC. Sheet 4._Oof, 4J -

By --- Clientj5.A? 5 . - Sbec----

Date_ - 271- Job No. 2Z-. j "7 Calculation iW _ .&&t,, . - -- -:'

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