ROTTERDAM SITE DEVELOPMENT - DEFINITION PHASE - GENERAL DESIGN RULES - FOR STEEL STRUCTURES AND CIVIL WORKS

Oct 24, 2026

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Confidential definition-phase design rules for steel structures and civil works at the Rotterdam site development (Neste). The document specifies general design rules and engineering requirements covering reference documents and design codes, loading and load combinations, dead/live and equipment loads, wind, thermal, maintenance, construction, earth, snow, and earthquake loads. It also addresses concrete works, materials, foundations and structural components, concrete details, allowable settlements, piles and tanks foundations, and serviceability/ultimate limit-state criteria, plus units of measure and attachments.

LanguageEnglish

CategoryResearch & Report

FormatPDF

Pages49

Reading Time2 h 3 min

AccessFree to download

Scope

Reference Documents

Codes

2.1.1 General Design Codes

2.1.2 Foundations and Concrete Structures

2.1.3 Steel Structures

2.1.4 Vibrating Machineries

2.1.5 Geotechnical Design

Project Standard Drawings and Documents

Site General Data

Site Data

Soil Data

Loading Conditions

Dead Load (DL)

Live Load (LL)

Equipment Loads

Equipment erection load (EE)

Equipment test load (ET)

Equipment operation load (EO)

Pipe-Rack Design Loads

Vertical loads

Thermal Load (TL)

Wind Loads (WL)

Design Wind Loads

Wind Loads on Open Structures

Wind Loads on Rack type pipe supports

Maintenance Load (ML)

Exchangers Bundle Pulling (BP)

Impact Load (IL)

Vibration Load (VL)

Construction Load (CL)

Earth Load (HL)

Snow Load (SL)

Earthquake Load (EL)

Loading Combinations

Concrete Works

Materials

6.1.1 Concrete

6.1.2 Reinforcing Steel

Structure and Foundation Components

6.2.1 Steel Inserts

6.2.2 Anchor Bolts

6.2.3 Grout

Concrete Details

Foundation Design

General

Soil Check

Allowable Settlements

Piles Foundations

Tanks Foundations

Foundations and Structures for Vibrating Machinery

General

Design Criteria for Reciprocating Machinery

Criteria

Dynamic Analysis

Design Criteria for Rotary Machinery

Structural Typology

Dynamic Analysis

Precast Pipe-Racks Design

Reinforced Concrete Pavings

Definitions

General Design Requirements

Reinforced Concrete Serviceability Limit States

Stress Limitations

Crack Control

Deflection Control

Reinforced Concrete Ultimate Limit States

Buildings

Steel Structures

Materials

15.1.1 Structural Steel

15.1.2 Grating

15.1.3 Checkered plates

15.1.4 Bolts

General Design Criteria

15.2.1 Pipe-racks

Allowable Displacement and Deflection

Allowable Deflection

Allowable Displacement

Fireproofing

Units of Measure

Attachment N°1

Attachment N°2

The present document or drawing is property of TECHN IP ITALY S. . .p A and shall not, under any circumstances, be totally or partially, d irectly or indirectly, transferred, reproduced, copied, d isc losed or used, without its prior written consent, for any purpose and in any way other than that for which it is specifically furn ished or outside the extent of the agreed upon right of use . Project N° 080871C Unit 000 Document Code JSD 1700 Serial N° 001 Rev. D Page 1/49 CONFIDENTIAL ROTTERDAM SITE DEVELOPMENT – DEFINITION PHASE NESTE GENERAL DESIGN RULES FOR STEEL STRUCTURES AND CIVIL WORKS | | | | | | | | | --- | --- | --- | --- | --- | --- | --- | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | Matteo Esposto
2020.10.12 09:59:28 +02'00' |
Antonio Bindi 2020.10.12 10:24:52 +02'00' | Valerio Colone Olimpia Loiacono | | | | | | | | Valerio Colone (Oct 12, 2020 16:53 GMT+2) Olimpia Loiacono (Oct 12, 2020 19:47 GMT+2) | | D | 12/10/2020 | RE-ISSUED FOR FEED | M.ESPOSTO | | A.BINDI | V.COLONE/O.LOIACONO | | C | 24/09/2020 | ISSUED FOR FEED | M.ESPOSTO | | A.BINDI | V.COLONE/O.LOIACONO | | B | 08/04/2020 | IBD | A.BINDI | | A.BINDI | V.COLONE/O.LOIACONO | | A | 31/01/2020 | ISSUED FOR REVIEW | A.BINDI | | A.BINDI | V.COLONE/O.LOIACONO | | REV. | DATE | STATUS | WRITTEN BY
(name & visa) | | CHECKED BY
(name & visa) | APPROV./AUTHOR. BY
(name & visa) | | DOCUMENT REVISIONS | | | | | | | TECHNIP ITALY S.p.A. -00148 ROMA-Viale Castello della Magliana, 68 The present document or drawing is property of TECHN IP ITALY S. . .p A and shall not, under any circumstances, be totally or partially, d irectly or indirectly, transferred, reproduced, copied, d isc losed or used, without its prior written consent, for any purpose and in any way other than that for which it is specifically furn ished or outside the extent of the agreed upon right of use . Project N° 080871C Unit 000 Document Code JSD 1700 Serial N° 001 Rev. D Page 2/49 CONFIDENTIAL ROTTERDAM SITE DEVELOPMENT – DEFINITION PHASE NESTE INDEX SCOPE 5 REFERENCE DOCUMENTS 5 CODES 5 2.1.1.General Design Codes 5 2.1.2.Foundations and Concrete Structures 5 2.1.3.Steel Structures 6 2.1.4.Vibrating Machineries 6 2.1.5. Geotechnical Design 6 PROJECT STANDARD DRAWINGS AND DOCUMENTS 7 SITE GENERAL DATA 7 SITE DATA 7 SOIL DATA 8 LOADING CONDITIONS 9 DEAD LOAD (DL) 9 4.1.1.Density of Materials 10 LIVE LOAD (LL) 10 EQUIPMENT LOADS 12 4.3.1.Equipment erection load (EE) 12 4.3.2.Equipment test load (ET) 12 4.3.3.Equipment operation load (EO) 12 PIPE-RACK DESIGN LOADS 12 4.4.1.Vertical loads 12 THERMAL LOAD (TL) 13 WIND LOADS (WL) 16 4.6.1.Design Wind Loads 16 4.6.2.Wind Loads on Open Structures 19 4.6.3.Wind Loads on Rack type pipe supports 19 MAINTENANCE LOAD (ML) 19 EXCHANGERS BUNDLE PULLING (BP) 20 IMPACT LOAD (IL) 20 VIBRATION LOAD (VL) 20 CONSTRUCTION LOAD (CL) 21 EARTH LOAD (HL) 21 SNOW LOAD (SL) 21 EARTHQUAKE LOAD (EL) 22 TECHNIP ITALY S.p.A. -00148 ROMA-Viale Castello della Magliana, 68 The present document or drawing is property of TECHN IP ITALY S. . .p A and shall not, under any circumstances, be totally or partially, d irectly or indirectly, transferred, reproduced, copied, d isc losed or used, without its prior written consent, for any purpose and in any way other than that for which it is specifically furn ished or outside the extent of the agreed upon right of use . Project N° 080871C Unit 000 Document Code JSD 1700 Serial N° 001 Rev. D Page 3/49 CONFIDENTIAL ROTTERDAM SITE DEVELOPMENT – DEFINITION PHASE NESTE LOADING COMBINATIONS 23 CONCRETE WORKS 27 MATERIALS 27 6.1.1. Concrete 27 6.1.2.Reinforcing Steel 27 STRUCTURE AND FOUNDATION COMPONENTS 28 6.2.1.Steel Inserts 28 6.2.2.Anchor Bolts 28 6.2.

FAQs

What is the document scope in the Rotterdam site development definition phase?

It defines general design rules for steel structures and civil works for the Rotterdam site development (Neste), including the applicable codes, reference documents, and the engineering criteria used throughout the design.

Which types of loads and load combinations are addressed?

The document covers dead loads, live loads, equipment loads, pipe-rack design loads, thermal and wind loads, maintenance and construction loads, earth, snow, and earthquake loads, and it provides guidance for loading combinations.

What foundation and concrete topics are included?

It includes concrete works and materials, structural and foundation components (such as steel inserts, anchor bolts, grout), concrete details, foundation design, soil checks, allowable settlements, piles and tank foundations, and foundations for vibrating machinery.

Oct 24, 2026

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