LEADER 03141nam 22006374a 450 001 9910451762803321 005 20200520144314.0 010 $a0-8147-6808-3 010 $a0-8147-6867-9 010 $a1-4294-1473-1 035 $a(CKB)1000000000467179 035 $a(EBL)865823 035 $a(OCoLC)780425930 035 $a(SSID)ssj0000198645 035 $a(PQKBManifestationID)11172650 035 $a(PQKBTitleCode)TC0000198645 035 $a(PQKBWorkID)10184105 035 $a(PQKB)11202501 035 $a(MiAaPQ)EBC865823 035 $a(OCoLC)78634786 035 $a(MdBmJHUP)muse10491 035 $a(Au-PeEL)EBL865823 035 $a(CaPaEBR)ebr10137199 035 $a(EXLCZ)991000000000467179 100 $a20041208d2005 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 14$aThe master of Seventh Avenue$b[electronic resource] $eDavid Dubinsky and the American labor movement /$fRobert D. Parmet 210 $aNew York $cNew York University Press$dc2005 215 $a1 online resource (456 p.) 300 $aDescription based upon print version of record. 311 $a0-8147-7036-3 311 $a0-8147-6711-7 320 $aIncludes bibliographical references (p. 343-404) and index. 327 $aContents; Preface; Introduction; 1 Escape from Czarism; 2 East Side Socialist; 3 At War within the ILGWU; 4 Second in Command; 5 Acting President; 6 Dubinsky's Union; 7 A World of Conflict; 8 Fast Company; 9 Beyond the Blue Eagle; 10 Industrial Unionism and Labor Politics; 11 An Independent Spirit; 12 Allies and Adversaries; 13 Home at Last; 14 War on Two Fronts; 15 Cold War Liberal; 16 Labor Statesman; 17 Riding High at Home and Abroad; 18 Trouble on Seventh Avenue; 19 End of an Era; 20 Honorary President; Notes; Index; About the Author 330 $aThe Master of Seventh Avenue is the definitive biography of David Dubinsky (1892-1982), one of the most controversial and influential labor leaders in 20th-century America. A "character" in the truest sense of the word, Dubinsky was both revered and reviled, but never dull, conformist, or bound by convention. A Jewish labor radical, Dubinsky fled czarist Poland in 1910 and began his career as a garment worker and union agitator in New York City. He quickly rose through the ranks of the International Ladies' Garment Workers'Union (ILGWU) and became its president in 1932. Dubinsky led the ILGWU 606 $aClothing workers$xLabor unions$zUnited States$xHistory 606 $aLabor unions$zUnited States$xOfficials and employees$vBiography 606 $aLabor leaders$zUnited States$vBiography 608 $aElectronic books. 615 0$aClothing workers$xLabor unions$xHistory. 615 0$aLabor unions$xOfficials and employees 615 0$aLabor leaders 676 $a331.88/187/092 676 $aB 700 $aParmet$b Robert D.$f1938-$0908557 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910451762803321 996 $aThe master of Seventh Avenue$92444666 997 $aUNINA LEADER 05236nam 2200721 450 001 9910460215603321 005 20200520144314.0 010 $a1-118-76778-0 010 $a1-118-76813-2 035 $a(CKB)3710000000375286 035 $a(EBL)1895589 035 $a(SSID)ssj0001438845 035 $a(PQKBManifestationID)11894087 035 $a(PQKBTitleCode)TC0001438845 035 $a(PQKBWorkID)11378285 035 $a(PQKB)10028006 035 $a(MiAaPQ)EBC4038520 035 $a(MiAaPQ)EBC1895589 035 $a(DLC) 2014042243 035 $a(JP-MeL)3000065296 035 $a(PPN)195533682 035 $a(Au-PeEL)EBL1895589 035 $a(CaPaEBR)ebr11033618 035 $a(CaONFJC)MIL770019 035 $a(OCoLC)893721699 035 $a(EXLCZ)993710000000375286 100 $a20150330h20152015 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aStructural concrete $etheory and design /$fM. Nadim Hassoun, Akthem Al-Manaseer 205 $aSixth edition. 210 1$aHoboken, New Jersey :$cWiley,$d2015. 210 4$dİ2015 215 $a1 online resource (1069 p.) 300 $aIncludes index. 311 $a1-118-76781-0 320 $aIncludes bibliographical references at the end of each chapters and index. 327 $aCover; Title Page; Copyright; Contents; Preface; Notation; Conversion Factors; Chapter 1 Introduction; 1.1 Structural Concrete; 1.2 Historical Background; 1.3 Advantages and Disadvantages of Reinforced Concrete; 1.4 Codes of Practice; 1.5 Design Philosophy and Concepts; 1.6 Units of Measurement; 1.7 Loads; 1.8 Safety Provisions; 1.9 Structural Concrete Elements; 1.10 Structural Concrete Design; 1.11 Accuracy of Calculations; 1.12 Concrete High-Rise Buildings; References; Chapter 2 Properties of Reinforced Concrete; 2.1 Factors Affecting Strength of Concrete; 2.1.1 Water-Cement Ratio 327 $a2.1.2 Properties and Proportions of Concrete Constituents2.1.3 Method of Mixing and Curing; 2.1.4 Age of Concrete; 2.1.5 Loading Conditions; 2.1.6 Shape and Dimensions of Tested Specimen; 2.2 Compressive Strength; 2.3 Stress-Strain Curves of Concrete; 2.4 Tensile Strength of Concrete; 2.5 Flexural Strength (Modulus of Rupture) of Concrete; 2.6 Shear Strength; 2.7 Modulus of Elasticity of Concrete; 2.8 Poisson's Ratio; 2.9 Shear Modulus; 2.10 Modular Ratio; 2.11 Volume Changes of Concrete; 2.11.1 Shrinkage; 2.11.2 Expansion Due to Rise in Temperature; 2.12 Creep 327 $a2.13 Models for Predicting Shrinkage and Creep of Concrete2.13.1 ACI 209R-92 Model; 2.13.2 B3 Model; 2.13.4 CEB 90 Model; 2.13.5 CEB MC 90-99 Model; 2.13.6 fib MC 2010 Model; 2.13.7 The AASHTO Model; 2.14 Unit Weight of Concrete; 2.15 Fire Resistance; 2.16 High-Performance Concrete; 2.17 Lightweight Concrete; 2.18 Fibrous Concrete; 2.19 Steel Reinforcement; 2.19.1 Types of Steel Reinforcement; 2.19.2 Grades and Strength; 2.19.3 Stress-Strain Curves; Summary; References; Problems; Chapter 3 Flexural Analysis of Reinforced Concrete Beams; 3.1 Introduction; 3.2 Assumptions 327 $a3.3 Behavior of Simply Supported Reinforced Concrete Beam Loaded to Failure3.4 Types of Flexural Failure and Strain Limits; 3.4.1 Flexural Failure; 3.4.2 Strain Limits for Tension and Tension-Controlled Sections; 3.5 Load Factors; 3.6 Strength Reduction Factor ?; 3.7 Significance of Analysis and Design Expressions; 3.8 Equivalent Compressive Stress Distribution; 3.9 Singly Reinforced Rectangular Section in Bending; 3.9.1 Balanced Section; 3.9.2 Upper Limit of Steel Percentage; 3.10 Lower Limit or Minimum Percentage of Steel; 3.11 Adequacy of Sections; 3.12 Bundled Bars 327 $a3.13 Sections in the Transition Region (? < 0.9)3.14 Rectangular Sections with Compression Reinforcement; 3.14.1 When Compression Steel Yields; 3.14.2 When Compression Steel Does Not Yield; 3.15 Analysis of T- and I-Sections; 3.15.1 Description; 3.15.2 Effective Width; 3.15.3 T-Sections Behaving as Rectangular Sections; 3.16 Dimensions of Isolated T-Shaped Sections; 3.17 Inverted L-Shaped Sections; 3.18 Sections of Other Shapes; 3.19 Analysis of Sections Using Tables; 3.20 Additional Examples; 3.21 Examples Using SI Units; Summary; References; Problems 327 $aChapter 4 Flexural Design of Reinforced Concrete Beams 330 $a"Text on concrete structural design and analysis. Newly updated to reflect the latest ACI 318-14 code, this edition emphasizes a conceptual understanding of the subject, and builds the student's body of knowledge by presenting design methods alongside relevant standards and code"--$cProvided by publisher. 606 $aReinforced concrete construction 606 $aBuildings, Reinforced concrete 608 $aElectronic books. 615 0$aReinforced concrete construction. 615 0$aBuildings, Reinforced concrete. 676 $a624.1/8341 686 $aTEC009020$2bisacsh 700 $aHassoun$b M. Nadim$0759795 702 $aAl-Manaseer$b A. A$g(Akthem A.), 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910460215603321 996 $aStructural concrete$91536377 997 $aUNINA