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EBOOKCENTRAL_ocn965825403 |
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OCoLC |
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20240329122006.0 |
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m o d |
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cr cnu|||unuuu |
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161213s2012 xx o 000 0 eng d |
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|a N$T
|b eng
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|e pn
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|d EBLCP
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|d OCLCO
|d OCLCF
|d OCLCQ
|d OCLCO
|d SDF
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|d OCLCQ
|d OCLCO
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|a 9781136940002
|q (electronic bk.)
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|a 1136940006
|q (electronic bk.)
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|z 9780415439114
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|a AU@
|b 000062525782
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|a (OCoLC)965825403
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|a e------
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|a TA683.9.B492 2011
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|a TEC
|x 009020
|2 bisacsh
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|a 624.18341202184
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|a UAMI
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|a Bhatt, Prab.
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|a Prestressed Concrete Design to Eurocodes.
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| 264 |
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|a [Place of publication not identified] :
|b CRC Press (CAM) :
|b CRC Press,
|c 2012.
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| 300 |
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|a 1 online resource
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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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|a Vendor-supplied metadata.
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|a Cover; Title; Copyright; Dedication; CONTENTS; Preface; 1. Basic concepts; 1.1 Introduction; 1.2 Prestressed concrete; 1.3 Economics of prestressed concrete; 2. Technology of prestressing; 2.1 Methods of prestressing; 2.2 Pre-tensioning; 2.2.1 Debonding/blanketing of strands; 2.2.2 Deflecting/draping/harping of strands; 2.2.3 Loss of prestress at transfer; 2.2.4 Transmission length; 2.2.4.1 Example of calculation of transmission length; 2.3 Post-tensioning; 2.3.1 Post-tensioning anchors; 2.3.2 Loss of prestress at transfer; 2.3.3 External prestressing; 2.3.4 Unbonded systems
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|a 3. Material properties3.1 Properties of concrete; 3.2 Compressive strength of concrete; 3.3 Tensile strength of concrete; 3.4 Deformational properties; 3.4.1 Elastic moduli; 3.4.2 Creep coefficient; 3.4.3 Shrinkage; 3.5 Stress-strain relationship; 3.5.1 Parabolic-rectangular relationship; 3.5.2 Bi-linear relationship; 3.5.3 Confined concrete; 3.6 Permissible stresses in concrete; 3.7 Prestressing steel; 3.8 Relaxation; 3.9 Maximum Stress at Jacking; 3.10 Long-term loss of prestress; 3.11 References to Eurocode 2 clauses; 4. Serviceability limit state design of pre-tensioned beams
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|a 4.1 Design of prestressed concrete structure4.2 Beam design based on engineers' theory of bending; 4.2.1 Sign convention; 4.2.2 Example of beam designed based on engineer's theory of bending; 4.3 Development of SLS design equations; 4.3.1 Example of SLS design equations; 4.3.2 Magnel diagram; 4.3.3 Choice of prestress and eccentricity; 4.3.4 Stress check; 4.3.5 Debonding; 4.3.6 Choice of prestress and eccentricity at different sections; 4.4 Initial sizing of section; 4.4.1 Example of preliminary sizing; 4.5 Composite beam section; 4.5.1 Magnel equations for composite beam
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|a 4.5.2 Shrinkage stress calculation4.5.3 Example of shrinkage stress calculation; 4.5.4 Magnel diagrams for a composite beam; 4.5.5 Choice of prestress and eccentricity at different sections; 4.6 Cracking; 4.7 Thermal stress calculation; 4.7.1 Heating; 4.7.2 Cooling; 4.7.3 Calculation of stresses due to thermal gradients; 4.7.4 Example of thermal stress calculation; 4.7.4.1 Thermal stress calculation: Heating; 4.7.4.2 Thermal stress calculation: Cooling; 4.8 Detailing; 4.9 References to Eurocode 1 and Eurocode 2 clauses; 5. Bonded post-tensioned structures; 5.1 Post-tensioned beams
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|a 5.2 Cable profile in a post-tensioned beam5.2.1 Example of permitted cable zone; 5.2.1.1 Magnel equations; 5.2.1.2 Determination of maximum eccentricity; 5.2.1.3 Determination of cable zone; 5.2.1.4 Detailing of post-tensioned tendons; 5.3 Concept of equivalent loads; 5.3.1 General equation for equivalent loads; 5.3.2 General equation for distributed loads for a parabolic profile; 5.3.3 Drape of the cable; 5.4 Load balancing; 5.5 Reference to Eurocode 2 clauses; 6. Statically indeterminate post-tensioned structures; 6.1 Introduction; 6.1.1 Primary and secondary moments
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|a ProQuest Ebook Central
|b Ebook Central Academic Complete
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| 650 |
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|a Prestressed concrete construction
|x Standards
|z Europe.
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| 650 |
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|a Construction en béton précontraint
|x Normes
|z Europe.
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| 650 |
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|a TECHNOLOGY & ENGINEERING
|x Civil
|x General.
|2 bisacsh
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| 650 |
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|a Prestressed concrete construction
|x Standards
|2 fast
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| 651 |
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|a Europe
|2 fast
|1 https://id.oclc.org/worldcat/entity/E39PBJxCxPbbk4CPJDQJb4r6rq
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| 758 |
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|i has work:
|a Prestressed concrete design to eurocodes (Work)
|1 https://id.oclc.org/worldcat/entity/E39PCXp3X4Ff36vBcc3CwRk6x8
|4 https://id.oclc.org/worldcat/ontology/hasWork
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| 856 |
4 |
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|u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=4760878
|z Texto completo
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| 938 |
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|a ProQuest Ebook Central
|b EBLB
|n EBL4760878
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| 938 |
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|a EBSCOhost
|b EBSC
|n 372093
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| 994 |
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|a 92
|b IZTAP
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