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170717t20182018flua ob 001 0 eng d |
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|a CRCPR
|b eng
|e rda
|e pn
|c CRCPR
|d N$T
|d IDEBK
|d EBLCP
|d OCLCQ
|d N$T
|d CNCGM
|d OCLCF
|d OCLCQ
|d CUS
|d ERL
|d OCLCQ
|d STF
|d CEF
|d OCLCQ
|d LVT
|d KNOVL
|d ESU
|d OCLCQ
|d UKAHL
|d OCLCQ
|d K6U
|d OCLCO
|d YDX
|d OCLCO
|d OCLCQ
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|c (S
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|a 9781315197326
|q (electronic bk.)
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|a 1315197324
|q (electronic bk.)
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|a 9781523117963
|q (electronic bk.)
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|a 1523117966
|q (electronic bk.)
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|z 9781138031852
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|z 1138031852
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|a AU@
|b 000060820019
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|a AU@
|b 000066435047
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|a (OCoLC)993949225
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|a u-at---
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|a TA633
|b .P28 2017eb
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|a TEC
|x 009020
|2 bisacsh
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|a 624.102/1894
|2 23
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|a UAMI
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|a Pack, Lonnie,
|e author.
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|a Australian guidebook for structural engineers :
|b a guide to structural engineering on a multidiscipline project /
|c Lonnie Pack.
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250 |
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|a First edition.
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264 |
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|a Boca Raton, FL :
|b CRC Press,
|c [2018]
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264 |
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|c ©2018
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300 |
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|a 1 online resource :
|b text file, PDF, illustrations
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336 |
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|a text
|b txt
|2 rdacontent
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|a computer
|b c
|2 rdamedia
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|a online resource
|b cr
|2 rdacarrier
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504 |
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|a Includes bibliographical references and index.
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520 |
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|a "This guidebook is a practical and essential tool providing everything necessary for structural design engineers to create detailed and accurate calculations. Basic information is provided for steel, concrete and geotechnical design in accordance with Australian and international standards. Detailed design items are also provided, especially relevant to the mining and oil and gas industries. Examples include pipe supports, lifting analysis and dynamic machine foundation design. Steel theory is presented with information on fabrication, transportation and costing, along with member, connection, and anchor design. Concrete design includes information on construction costs, as well as detailed calculations ranging from a simple beam design to the manual production of circular column interaction diagrams. For geotechnics, simple guidance is given on the manual production and code compliance of calculations for items such as pad footings, piles, retaining walls, and slabs. Each chapter also includes recommended drafting details to aid in the creation of design drawings. More generally, highly useful aids for design engineers include section calculations and force diagrams. Capacity tables cover real-world items such as various slab thicknesses with a range of reinforcing options, commonly used steel sections, and lifting lug capacities. Calculations are given for wind, seismic, vehicular, piping, and other loads. User guides are included for Space Gass and Strand7, including a non-linear analysis example for lifting lug design. Users are also directed to popular vendor catalogues to acquire commonly used items, such as steel sections, handrails, grating, grouts and lifting devices. This guidebook supports practicing engineers in the development of detailed designs and refinement of their engineering skill and knowledge."--Provided by publisher.
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|6 880-01
|a Cover; Half Title; Title Page; Copyright Page; Table of Contents; Preface; Author; 1: Setting up the project; 1.1 BASIS OF DESIGN; 1.2 SCOPE OF WORKS; 1.3 DELIVERABLES LIST; 1.4 BUDGET; 1.5 SCHEDULE; 1.6 COMMUNICATIONS PLAN; 1.7 STRUCTURAL DESIGN CRITERIA; 1.7.1 Load factors and combinations; 1.7.2 Construction category; 1.8 SPECIFICATIONS; 2: Design; 2.1 LIMIT STATES DESIGN; 2.2 STANDARDS AND LEGISLATION; 2.3 ACTIONS; 2.3.1 Wind; 2.3.1.1 Wind pressure; 2.3.1.2 Wind on piping; 2.3.1.3 Wind on exposed steelwork; 2.3.1.4 Wind on multiple items; 2.3.2 Seismic.
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|a 2.3.2.1 Earthquake design categories2.3.2.2 Site subsoil class; 2.3.2.3 Probability factor; 2.3.2.4 Hazard factor; 2.3.2.5 Design principles; 2.3.2.6 Earthquake design category 1 (EDC1); 2.3.2.7 Earthquake design category 2 (EDC2); 2.3.3 Dead and live loads; 2.3.3.1 Dead loads; 2.3.3.3 Buoyancy loads; 2.3.3.4 Vehicle loads; 2.4 FRICTION; 2.5 DEFLECTIONS; 2.5.1 AS/NZS 1170 deflection requirements; 2.5.2 AS 3600 deflection requirements; 2.5.3 AS 4100 deflection requirements; 3: Steel design; 3.1 MATERIAL; 3.1.1 Cost; 3.1.2 Steel selection; 3.2 FABRICATION AND ERECTION; 3.2.1 Framing system.
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|a 3.4.2.4 Members without full lateral restraint 3.5 SHEAR; 3.5.1 Unstiffened webs; 3.5.1.1 Minimum web thickness; 3.5.1.2 Web capacity; 3.5.2 Combined bending and shear; 3.5.3 Globally stiffened webs; 3.5.4 Web bearing capacity; 3.5.5 Web bearing stiffeners; 3.5.6 Openings in webs; 3.6 TENSION; 3.7 COMPRESSION; 3.7.1 Section compression capacity; 3.7.1.1 Effective cross-section; 3.7.2 Member compression capacity; 3.7.2.1 Effective length; 3.7.2.2 Braces; 3.8 COMBINED ACTIONS; 3.8.1 Combined section capacity; 3.8.1.1 Axial load with uniaxial bending about the major principal x-axis.
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|a 3.8.1.2 Axial load with uniaxial bending about the minor principal y-axis 3.8.1.3 Axial load with biaxial bending; 3.8.2 Combined member capacity; 3.8.2.1 Axial load with uniaxial bending: Elastic analysis; 3.8.2.2 Axial load with uniaxial bending: Plastic analysis; 3.8.2.3 Axial load with biaxial bending; 3.8.2.3.1 Compression members; 3.9 TORSION; 3.9.1 Uniform torsion; 3.9.2 Warping torsion; 3.9.3 Non-uniform torsion; 3.9.4 Finite element analysis of torsion; 3.9.5 Torsion calculations; 3.9.5.1 Uniform torsion calculations; 3.9.5.2 Warping torsion calculations; 3.10 CONNECTIONS.
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590 |
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|a Knovel
|b ACADEMIC - Civil Engineering & Construction Materials
|
650 |
|
0 |
|a Structural engineering
|z Australia.
|
650 |
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0 |
|a Multidisciplinary design optimization
|z Australia.
|
650 |
|
6 |
|a Technique de la construction
|z Australie.
|
650 |
|
6 |
|a Optimisation multidisciplinaire (Conception technique)
|z Australie.
|
650 |
0 |
7 |
|a TECHNOLOGY & ENGINEERING
|x Structural.
|2 bisacsh
|
650 |
|
7 |
|a TECHNOLOGY & ENGINEERING
|x Civil
|x General.
|2 bisacsh
|
650 |
|
7 |
|a Multidisciplinary design optimization.
|2 fast
|0 (OCoLC)fst01028876
|
650 |
|
7 |
|a Structural engineering.
|2 fast
|0 (OCoLC)fst01135658
|
651 |
|
7 |
|a Australia.
|2 fast
|0 (OCoLC)fst01204543
|
776 |
0 |
8 |
|i Print version:
|z 9781315197326
|z 9781351769662
|
856 |
4 |
0 |
|u https://appknovel.uam.elogim.com/kn/resources/kpAGSEAGS1/toc
|z Texto completo
|
880 |
8 |
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|6 505-01/(S
|a 3.2.2 Coating system3.2.3 Transportation; 3.3 ANALYSIS; 3.3.1 Section selection; 3.3.2 Notional forces; 3.3.3 Bracing; 3.3.4 Connection eccentricity; 3.4 BENDING; 3.4.1 Section capacity; 3.4.1.1 Elastic section modulus; 3.4.1.2 Plastic section modulus; 3.4.1.3 Effective section modulus; 3.4.1.3.1 Compact sections : λS ≤ λ sp ; 3.4.1.3.2 Non-compact sections : λsp λ sy ; 3.4.2 Member capacity; 3.4.2.1 Restraint types; 3.4.2.2 Restraint element definitions; 3.4.2.3 Members with full lateral restraint.
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|a Askews and Holts Library Services
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|a Askews and Holts Library Services
|b ASKH
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|a Taylor & Francis
|b TAFR
|n 9781138031852
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|a EBL - Ebook Library
|b EBLB
|n EBL4929787
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|a EBSCOhost
|b EBSC
|n 1566023
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|a ProQuest MyiLibrary Digital eBook Collection
|b IDEB
|n cis38568934
|
994 |
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|a 92
|b IZTAP
|