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20231117032855.0 |
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100311s1983 enka o 001 0 eng d |
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|a OCLCE
|b eng
|e pn
|c OCLCE
|d OCLCQ
|d OCLCF
|d UIU
|d OPELS
|d E7B
|d OCLCQ
|d AU@
|d OCLCQ
|d OCLCO
|d UKAHL
|d VLY
|d S2H
|d OCLCO
|d OCLCQ
|d OCLCO
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| 019 |
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|a 609106786
|a 974613894
|a 974661838
|a 1058460776
|a 1100865593
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|a 9781483105987
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|a 1483105989
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|z 040801170X
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|z 9780408011709
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|a (OCoLC)551300164
|z (OCoLC)609106786
|z (OCoLC)974613894
|z (OCoLC)974661838
|z (OCoLC)1058460776
|z (OCoLC)1100865593
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|a dlr
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|a TA681
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|a 624.1/834
|2 19
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1 |
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|a Wilby, C. B.
|q (Charles Bryan)
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| 245 |
1 |
0 |
|a Structural concrete :
|b materials ; mix design ; plain, reinforced and prestressed concrete ; design tables /
|c C.B. Wilby.
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| 260 |
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|a London :
|b Butterworths,
|c 1983.
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| 300 |
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|a 1 online resource (xi, 256 pages) :
|b illustrations
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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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| 506 |
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|3 Use copy
|f Restrictions unspecified
|5 MiAaHDL
|2 star
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| 533 |
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|a Electronic reproduction.
|b [Place of publication not identified] :
|c HathiTrust Digital Library,
|d 2010.
|5 MiAaHDL
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| 538 |
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|a Master and use copy. Digital master created according to Benchmark for Faithful Digital Reproductions of Monographs and Serials, Version 1. Digital Library Federation, December 2002.
|u http://purl.oclc.org/DLF/benchrepro0212
|5 MiAaHDL
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| 583 |
1 |
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|a digitized
|c 2010
|h HathiTrust Digital Library
|l committed to preserve
|5 MiAaHDL
|2 pda
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| 588 |
0 |
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|a Print version record.
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| 505 |
0 |
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|a Front Cover; Dedication; Structural Concrete; Copyright Page; Table of Contents; Preface; Chapter 1. Serviceability and safety; 1.1 Serviceability and safety; 1.2 Elastic theory of design; 1.3 Load factor method of design; 1.4 CP 110 philosophy of design; References; Chapter 2. Properties of materials and mix design; 2.1 Cement; 2.2 Aggregates; 2.3 Concrete; 2.4 Types of reinforcement; 2.5 Practical use, creation and economics of structural concrete; 2.6 'Bond' between concrete and steel; References; Chapter 3. Reinforced concrete beams; 3.1 Design; 3.2 Elastic analysis for bending moments.
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|a 3.3 Elastic theory for shear stresses3.4 Shear reinforcement; 3.5 'Bond' stresses due to shear (or flexural bond); 3.6 Torsion; 3.7 Plastic analysis; 3.8 Limit state of deflection; 3.9 Limit state of cracking; References; Chapter 4. Reinforced concrete slabs; 4.1 Slabs spanning 'one way'; 4.2 Slabs spanning 'two ways'; 4.3 Flat slabs; 4.4 Yield-line theory of slab analysis; 4.5 Hillerborg's strip method of slab design; 4.6 CP 110 and yield-line and strip methods; 4.7 Hillerborg's advanced method; 4.8 Slab with hole using Hillerborg's strip method; 4.9 Traditional U.K. design office methods.
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|a 4.10 General discussion of design methods for two-way and flat slabsReferences; Chapter 5. Columns and walls; 5.1 General; 5.2 Slender columns; 5.3 Axially loaded short columns; 5.4 Plastic analysis for eccentrically loaded short columns; 5.5 Reinforced concrete walls; 5.6 Design of columns to frameworks; 5.7 Very slender columns; References; Chapter 6. Reinforced concrete frames and continuous beams and slabs; 6.1 Introduction; 6.2 Frames; 6.3 Continuous beams and slabs; References; Chapter 7. Design of structures; 7.1 Introduction; 7.2 Design tables.
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| 505 |
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|a 7.3 Creation (design or selection) of structural systemReferences; Chapter 8. Prestressed concrete; 8.1 Prestressing; 8.2 Materials; 8.3 Losses of prestress; 8.4 Limit state design of members; 8.5 Load balancing; References; Appendix 1: Tables and graphs for design; Mix design; Weights of materials; Reinforcement; Anchorage or bond lengths; Curtailment of bars in beams; Elastic theory; Shear reinforcement; Plastic design of sections for bending moments; Strength of steel in compression; Design of beams and slabs; Continuous beams and slabs; Single-span beams with fixed and free end supports.
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|a Appendix 2: Units and Greek symbolsAppendix 3: Nomenclature used in British Standard CP 110; Appendix 4: Extracts from British Standard CP 110: Part 1: 1972; 8.1 Specification; 10.2 Beams; 10.3 Floors; 10.5 Columns; Appendix A: CP 110: Part 2: 1972 (see Figure 3.8(b), p. 91); Index.
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| 650 |
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|a Concrete construction.
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| 650 |
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|a Construction en b�eton.
|0 (CaQQLa)201-0011578
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| 650 |
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|a Concrete construction
|2 fast
|0 (OCoLC)fst00874261
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| 776 |
0 |
8 |
|i Print version:
|a Wilby, C.B. (Charles Bryan).
|t Structural concrete.
|d London : Butterworths, 1983
|w (OCoLC)9650436
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| 856 |
4 |
0 |
|u https://sciencedirect.uam.elogim.com/science/book/9780408011709
|z Texto completo
|
