Onshore structural design calculations : power plant and energy processing facilities / Mohamed El-Reedy.

Format:

Book

Author/Creator:

El-Reedy, Mohamed A. (Mohamed Abdallah), author.

Language:

English

Subjects (All):

Engineering--Management.

Engineering.

Physical Description:

1 online resource (458 p.)

Edition:

1st edition

Place of Publication:

Amsterdam, [Netherland] : Elsevier, 2017.

System Details:

text file

Summary:

Onshore Structural Design Calculations: Energy Processing Facilities provides structural engineers and designers with the necessary calculations and advanced computer software program instruction for creating effective design solutions using structural steel and concrete, also helping users comply with the myriad of international codes and standards for designing structures that is required to house or transport the material being processed. In addition, the book includes the design, construction, and installation of structural systems, such as distillation towers, heaters, compressors, pumps, fans, and building structures, as well as pipe racks and mechanical and electrical equipment platform structures. Each calculation is discussed in a concise, easy-to-understand manner that provides an authoritative guide for selecting the right formula and solving even the most difficult design calculation. Provides information on the analysis and design of steel, concrete, wood, and masonry building structures and components Presents the necessary international codes and calculations for the construction and the installation of systems Covers steel and concrete structures design in industrial projects, such as oil and gas plants, refinery, petrochemical, and power generation projects, in addition to general industrial projects

Contents:

Front Cover

Onshore Structural Design Calculations

Copyright Page

Dedication

Contents

About the Author

Preface

1 Engineering Management

1.1 Introduction

1.2 Overview of Field Development

1.2.1 Project Cost Versus Life Cycle

1.2.2 Concept and Screening Selection

1.3 Feed Engineering Phase

1.4 Detail Engineering

1.5 Engineering Design Management

1.5.1 Engineering Stage Time and Cost Control

1.5.1.1 Time Schedule Control

1.5.1.2 Engineering Cost Control

1.5.2 Engineering Interfaces

Reference

2 Loads on the Industrial Structures

2.1 Introduction

2.2 Loads

2.2.1 Dead Load

2.2.1.1 General Design Loads

2.2.1.2 Pipe Rack

2.2.1.3 Ground-Supported Storage Tank Loads

2.2.2 Live Loads

2.2.3 Wind Loads

2.2.3.1 Basic Wind Load Formula

2.2.3.2 Wind Loads on Pipe Racks and Open Frame Structures

2.2.3.2.1 Pipe Racks

Tributary Area for Piping

Tributary Area for Cable Trays

Force Coefficients for Pipes

Force Coefficients for Cable Trays

2.2.3.2.2 Open-Frame Structures

Open-Frame Load

Design Load Cases

Partial Wind Load

2.2.4 Earthquake Loads

2.2.4.1 Design Spectral Response Acceleration Parameters

2.2.4.2 Architectural, Mechanical, and Electrical Components Systems

2.2.4.2.1 Mechanical and Electrical Component Period

2.2.4.3 HVAC Ductwork

2.2.4.4 Piping Systems

2.2.4.5 Boilers and Pressure Vessels

2.2.4.6 General Precautions

2.2.4.7 Building and Nonbuilding Structure

2.2.4.7.1 Design Basis

2.2.4.7.2 Rigid Nonbuilding Structures

2.2.4.8 Flexibility of Piping Attachments

2.2.4.9 Design Review for Seismic Load

2.2.5 Impact Loads

2.2.6 Thermal Loads

2.2.7 Bundle Pull Load (Bp) for Heat Exchanger

2.2.8 ICE Loads (S)

2.3 Load Combinations

2.3.1 Vertical Vessels.

2.3.2 Horizontal Vessels and Heat Exchangers

2.3.3 Pipe Rack and Pipe Bridge Design

2.3.4 Ground-Supported Storage Tank Load Combinations

2.3.5 Test Load Combinations

References

3 Static Equipment Foundation Design

3.1 Introduction

3.2 Design Procedure

3.2.1 Dead Loads

3.2.2 Live Loads

3.2.3 Wind Loads

3.2.4 Earthquake Loads

3.2.5 Bundle Pull Load (Bp) (Exchangers)

3.2.6 Thermal Force

3.2.7 Load Combinations

3.3 Anchor Bolts

3.4 Slide Plates

3.5 Pier Design

3.5.1 Anchorage Considerations

3.5.2 Reinforcement for Piers

3.6 Foundation Design

3.6.1 Foundation Reinforcement

3.7 Example of Heat Exchanger Data

Design data

Design Criteria

(A) Load calculation

Empty and Operating Loads

Transverse Moment From Pipe Eccentricity

Wind Loads

Earthquake Loads

Bundle Pull

Thermal Force

(B) Design element

3.8 Separator Design Example

Design Data

(B) Design Element

Size Low-Friction Manufactured Slide Plate Elements

Steel Bearing Plate Dimensions

Pier Size

3.8.3.4 Anchor Bolt Design, Pier Design, and Footing Design

3.9 Vertical Vessel Foundation Design

3.9.1 Dead Loads

3.9.1.1 Live Loads

3.9.1.2 Wind Loads

3.9.1.3 Earthquake Loads(E)

3.9.1.4 Other Loading

3.9.1.5 Load Combinations

3.9.2 Pedestal Design

3.9.2.1 Anchor Bolts

3.9.3 Footing Design

3.9.4 Soil Bearing on the Octagon Footing

3.9.5 Check Stability/Sliding

3.9.6 Check for Foundation Sliding

3.9.7 Reinforced Concrete Design Guide

3.9.7.1 Top Reinforcement

3.9.7.2 Shear Consideration

3.10 Example of vertical vessel

Vessel Data

Structural Data

Wind Load

Anchor Bolts

(A) Pedestal Design

Pedestal Dimensions and Weight

Pedestal Reinforcement

(B) Anchor Bolt Check.

Maximum Tension on Anchor Bolt

Maximum Shear on Anchor Bolt

Projected Concrete Failure Area

(C) Footing Design

Select a Trial Octagon Size

Check Required Thickness for Pedestal Reinforcing Embedment

Footing Weights

Check Soil Bearing and Stability

Bottom Reinforcement

3.11 Pipe Support

3.11.1 Natural Frequency

4 Steel and Concrete Storage Tank

4.1 Introduction

4.2 Steel Storage Tanks

4.2.1 Tank Capacity

4.2.2 Bottom Plates

4.2.3 Annular Bottom Plates

4.2.4 Shell Design

4.2.4.1 Allowable Stress

4.2.4.2 Calculation of Thickness by the 1-Foot Method

4.2.4.3 Calculation of Thickness by the Variable-Design-Point Method

4.2.5 Roof Systems

4.2.5.1 Allowable Stresses

4.2.5.2 Supported Cone Roofs

4.2.5.3 Self-Supporting Cone Roofs

4.2.5.4 Self-Supporting Dome and Umbrella Roofs

4.2.6 Tank Design Loads

4.2.7 Load Combination

4.2.8 Design Basis for Small Tanks

4.2.9 Ring Beam Design Consideration

4.2.9.1 Wind and Earthquake Stability and Pressure

4.2.9.2 Earthquake Stability

4.2.9.3 Soil Bearing

4.2.9.4 Soil Pressure (With Uplift Present)

4.2.10 Concrete Ring Beam Design

4.2.10.1 Ring Wall Reinforcement

4.2.11 Piping Flexibility

4.3 Differential Settlement Tank Bottom Designs

4.4 Concrete Storage Tanks

4.4.1 Rectangular Wall Concrete

4.4.2 Circular Tank

5 Steel Structures in Industry

5.1 Introduction

5.2 Stress-Strain Behavior of Structural Steel

5.3 Design Procedure

5.3.1 Tension Members

5.3.1.1 Slenderness Ratio

5.3.2 Compression Members

5.3.2.1 Steps of Preliminary Design

5.3.3 Beam Design

5.3.3.1 Lateral Torsion Buckling

5.3.3.2 Allowable Deflection

5.3.4 Design of Beam Column Member (ASD)

5.3.5 Design of Beam Column Member (LRFD)

5.4 Steel Pipe Rack Design.

5.4.1 Pipe Rack Design Guide

5.4.2 Pipe Rack Superstructure Design

5.5 Stairway and Ladders Design Guide

5.6 Crane Supports

5.7 Connections Design

5.7.1 Bolts

5.7.2 Welding

5.7.2.1 Welding Symbols

5.7.2.2 Strength of Welds

5.7.2.3 Welding in Existing Structures

5.7.3 Connection Design

5.7.4 Base plate design

5.8 Anchor Bolt Design

5.8.1 Anchor Bolts, Nuts, and Washers

5.8.1.1 Anchor Bolts

5.8.1.2 Washers

5.8.1.3 Sleeves

5.8.2 Anchor Bolt Plate Design

5.8.3 Coatings and Corrosion

5.8.4 Bolts Types, Details, and Layout

5.8.5 Anchor Bolt Projection

5.8.5.1 Edge Distance

5.8.5.2 Embedment Depth

5.8.6 Calculation of Vessel Anchor Bolts

5.8.7 Anchor Bolt Strength Design

5.8.7.1 Ultimate Strength Design

5.8.7.2 Allowable Stress Design

5.8.7.3 Calculate Required Embedment Length

5.8.8 Anchor Design Considerations

5.8.9 Pretensioning

Industry Codes and Standards

6 Blast Resistance Building Design

6.1 Introduction

6.2 Building Configuration

6.3 Building Materials

6.3.1 Dynamic Material Strength (Steel)

6.4 Load Combination

6.5 Component Design

6.5.1 Blast Door

6.5.2 Windows

6.5.3 Openings

6.5.4 Suspended and Extended Mounted Element

6.5.5 Walls and Ceiling

6.6 Fundamental of Dynamic Analysis

6.7 Dynamic Analysis Methods

6.7.1 Analysis Output

6.8 Equivalent SDOF

6.9 Dynamic Analysis Solution

6.9.1 Graphical Solution

6.9.2 Pressure-Impulse Curve

6.9.3 Numerical Integration

6.10 Blast Wave Load Parameters

6.11 Blast Design Procedure

6.12 Static Analysis for Foundations

6.13 Example

6.13.1 Front Wall Loading

6.13.2 Side Wall Loading

6.13.3 Roof Loading

6.13.4 Rear Wall Load

6.13.5 Load on Exterior

6.13.5.1 Front Wall Load

6.13.5.2 Side Wall Load.

6.13.5.3 Rear Wall Load

6.13.6 Trial Size

6.13.7 Numerical Integration Method

6.13.8 Numerical Integration for Side Wall

6.13.9 Numerical Integration for Rear Wall

6.13.9.1 Side Wall (In-Plane Loading)

6.13.9.2 Trial Size

6.13.10 Roof Slab (in Plane Loads)

6.13.11 Nominal Shear Capacity

6.13.12 Roof Slab (Out-of-Plane Bending)

6.13.13 Roof Beam

6.13.14 Foundation

7 Design of a Foundation Under Vibrating Equipment

7.1 Introduction

7.2 Machine Requirements

7.3 Foundation Design Guideline

7.3.1 Foundation Dynamic Analysis

7.3.2 Soil Parameter

7.3.3 Modes of Motion

7.3.4 Mass Moment of Inertia

7.3.5 Limiting Dynamic Condition

7.4 Vibration Isolation

7.4.1 Isolating Liners

7.4.2 Spring and Rubber Mounts

7.4.3 Inertia Block Bolt or Pad Mounting Bolt Installation

7.4.4 Grouting

7.5 Design Checklist

8 Soil Investigation and Pile Design

8.1 Introduction

8.2 Soil Exploration Methods

8.2.1 Planning the Program

8.2.2 Organization of Field Work

8.2.3 Soil Boring Methods

8.2.3.1 Wash Borings

8.2.3.2 Sampling Methods

8.2.4 Standard Penetration Test

8.2.5 Cone Penetration Test

8.2.6 Vane Test

8.2.7 Cross-Hole Test

8.2.7.1 Body Waves

8.2.7.2 Surface Waves

8.3 Soil Investigation Report

8.4 Deep Foundation

8.4.1 Steel Piles

8.4.2 Concrete Piles

8.4.3 Prestressed Pile

8.4.3.1 Pile Calculation

8.4.4 Pile Caps

8.5 Retaining Wall

8.5.1 Preliminary Retaining Wall Dimensions

8.5.1.1 Check Stability Against Overturning

8.5.1.2 Check Stability Against Sliding

8.5.1.3 Check Stability Against Bearing Capacity

8.6 Soil With Problems

8.6.1 Dynamic Compaction

8.6.2 Vibro Compaction

8.6.3 Compaction Grouting

8.6.4 Wick Drain

References.

9 Assessment for Structures in Industrial Plants.

Notes:

Description based upon print version of record.

Includes bibliographical references at the end of each chapters and index.

Description based on online resource; title from PDF title page (ebrary, viewed October 25, 2016).