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03381nam a2200637 4500 |
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ocn828299028 |
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OCoLC |
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20170124071511.3 |
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m o d |
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130223s2013 enk ob 001 0 eng d |
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|a EBLCP
|b eng
|e pn
|c EBLCP
|d OCLCQ
|d CDX
|d OCLCO
|d N$T
|d DG1
|d YDXCP
|d IDEBK
|d OCLCF
|d OCLCQ
|d DEBSZ
|d DEBBG
|d OCLCQ
|d GrThAP
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|a 828617939
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|a 9781118639511
|q (electronic bk.)
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|a 1118639510
|q (electronic bk.)
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|a 9781118639467
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|a 1118639464
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|a 9781118639399
|q (electronic bk.)
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|a 1118639391
|q (electronic bk.)
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|z 9781848214828
|q (Cloth)
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|z 1848214820
|q (Cloth)
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|z 9781299188488
|q (MyiLibrary)
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|z 1299188486
|q (MyiLibrary)
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| 029 |
1 |
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|a AU@
|b 000050718608
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| 029 |
1 |
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|a CHBIS
|b 009914527
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| 029 |
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|a CHVBK
|b 199574448
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|a DEBBG
|b BV041912735
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| 029 |
1 |
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|a DEBSZ
|b 431338132
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| 029 |
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|a NZ1
|b 14850162
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| 029 |
1 |
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|a NZ1
|b 15341746
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| 029 |
1 |
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|a DEBBG
|b BV043395476
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| 035 |
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|a (OCoLC)828299028
|z (OCoLC)828617939
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| 050 |
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4 |
|a BT220 .M87
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| 072 |
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7 |
|a TEC
|x 063000
|2 bisacsh
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| 082 |
0 |
4 |
|a 624.18342
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| 049 |
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|a MAIN
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| 245 |
0 |
0 |
|a Reinforced concrete beams, columns and frames :
|b mechanics and design /
|c Charles Casandjian [and others].
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| 264 |
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1 |
|a London :
|b Wiley,
|c 2013.
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| 300 |
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|a 1 online resource (312 pages).
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| 336 |
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|a text
|b txt
|2 rdacontent
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| 337 |
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|a computer
|b c
|2 rdamedia
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| 338 |
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|a online resource
|b cr
|2 rdacarrier
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1 |
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|a ISTE
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|a This book is focused on the theoretical and practical design of reinforced concrete beams, columns and frame structures. It is based on an analytical approach of designing normal reinforced concrete structural elements that are compatible with most international design rules, including for instance the European design rules - Eurocode 2 - for reinforced concrete structures. The book tries to distinguish between what belongs to the structural design philosophy of such structural elements (related to strength of materials arguments) and what belongs to the design rule aspects associated with.
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| 505 |
0 |
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|a Design at Serviceability Limit State (SLS) / Charles Casandjian, Noël Challamel, Christophe Lanos, Jostein Hellesland -- Verification at Serviceability Limit State (SLS) / Charles Casandjian, Noël Challamel, Christophe Lanos, Jostein Hellesland -- Concepts for the Design at Ultimate Limit State (ULS) / Charles Casandjian, Noël Challamel, Christophe Lanos, Jostein Hellesland -- Bending-Curvature at Ultimate Limit State (ULS) / Charles Casandjian, Noël Challamel, Christophe Lanos, Jostein Hellesland -- Cardano's Method -- Steel Reinforcement Table.
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| 504 |
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|a Includes bibliographical references and index.
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| 588 |
0 |
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|a Print version record.
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| 650 |
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0 |
|a Reinforced concrete construction.
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| 650 |
|
7 |
|a TECHNOLOGY & ENGINEERING
|x Structural.
|2 bisacsh
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| 650 |
|
7 |
|a Reinforced concrete construction.
|2 fast
|0 (OCoLC)fst01093465
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| 655 |
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4 |
|a Electronic books.
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| 700 |
1 |
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|a Casandjian, Charles.
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| 776 |
0 |
8 |
|i Print version:
|a Casandjian, Charles.
|t Reinforced Concrete Beams, Columns and Frames : Mechanics and Design.
|d London : Wiley, ©2013
|z 9781848214828
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| 830 |
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0 |
|a ISTE.
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| 856 |
4 |
0 |
|u https://doi.org/10.1002/9781118639511
|z Full Text via HEAL-Link
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| 994 |
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|a 92
|b DG1
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