| 000 | 03027cam a2200721 i 4500 | ||
|---|---|---|---|
| 001 | 2003855 | ||
| 008 | 200221s19691969nyu a b 000 eng d | ||
| 040 |
_aTR-IsMEF _beng _erda _cTR-IsMEF |
||
| 041 | 0 | _aeng | |
| 049 | _aTR-IsMEF | ||
| 050 | 0 | 0 |
_aTA683.2 _b.L3 1969 |
| 100 | 1 |
_aLarge, George E. _q(George Elwyn), _eauthor. |
|
| 245 | 1 | 0 |
_aReinforced doncrete design / _cGeorge E. Large, The Ohio State University, T. Y. Chen, The Ohio State University. |
| 250 | _aThird Edition | ||
| 264 | 1 |
_aNew York, America : _bThe Ronald Press Company, _c1969. |
|
| 264 | 4 | _a©1969 | |
| 300 |
_ax, 634 pages : _billustrations ; _c23 cm. |
||
| 336 |
_atext _2rdacontent |
||
| 337 |
_aunmediated _2rdamedia |
||
| 338 |
_avolume _2rdacarrier |
||
| 500 | _aPrevious editions by G. E. Large have title: Basic reinforced concrete design. | ||
| 504 | _aIncludes bibliographical references. | ||
| 650 | 0 | _aReinforced concrete construction | |
| 700 | 1 |
_aChen, Tianyou _eauthor. |
|
| 900 | _aMEF Üniversitesi Kütüphane katalog kayıtları RDA standartlarına uygun olarak üretilmektedir / MEF University Library Catalogue Records are Produced Compatible by RDA Rules | ||
| 920 |
_aUral, Oktay, _edonor. |
||
| 942 |
_2lcc _cBKS |
||
| 970 | 0 | 1 | _aContents |
| 970 | 0 | 1 | _tCONTENTS |
| 970 | 0 | 1 |
_l1 INTRODUCTION, _p3 |
| 970 | 1 | 2 | _lPART I |
| 970 | 1 | 2 | _tUltimate Strength Designing |
| 970 | 1 | 1 |
_l2 _tBENDING OF BEAMS, _p23 |
| 970 | 1 | 1 |
_l3 _tBOND, SHEAR, AND DIAGONAL TENSION IN BEAMS, _p65 |
| 970 | 1 | 1 |
_l4 _tSHORT COLUMNS UNDER AXIAL COMPRESSION AND BENDING, _p89 |
| 970 | 1 | 1 |
_l5 _tSLENDER COLUMNS UNDER AXIAL COMPRESSION AND BENDING, _p138 |
| 970 | 1 | 1 |
_l6 _tONE-WAY SLAB, BEAM, AND GIRDER FLOORS, _p222 |
| 970 | 1 | 1 |
_l7 _tTWO-WAY SLABS AND FLAT SLABS, _p281 |
| 970 | 1 | 1 |
_l8 _tFOOTINGS, _p350 |
| 970 | 1 | 2 | _lPART II |
| 970 | 1 | 2 | _tWorking Stress Designing |
| 970 | 1 | 1 |
_l9 _tBENDINGS OF BEAMS, _p387 |
| 970 | 1 | 1 |
_l10 _tBOND, SHEAR, AND DIAGONAL TENSION IN BEAMS, _p413 |
| 970 | 1 | 1 |
_l11 _tRETAINING WALLS, _p432 |
| 970 | 1 | 1 |
_l12 _tTIME-DEPENDENT STRAINS: CREEP OF CONCRETE, _p461 |
| 970 | 1 | 1 |
_l13 _tEFFECT OF SHRINKAGE AND TEMPERATURE CHANGE, _p481 |
| 970 | 1 | 1 |
_l14 _tPRESTRESSED CONCRETE BEAMS, _p498 |
| 970 | 0 | 1 | _tAPPENDIX |
| 970 | 0 | 1 |
_lA _tFlexure Calculations by USD Chart, _p543 |
| 970 | 0 | 1 |
_lB _tSolution of Cubic Equation with Real Coefficients, _p547 |
| 970 | 0 | 1 |
_lC _tColumn Charts, _p550 |
| 970 | 0 | 1 |
_lD _tReview of Moment Distribution Procedure, _p567 |
| 970 | 0 | 1 |
_lE _tLoading Criteria for Columns of Rigid Frames, _p573 |
| 970 | 0 | 1 |
_lF _tColumn Live Load Reductions, _p574 |
| 970 | 0 | 1 |
_lG _tThe "Ladder" of Beam Curves, _p575 |
| 970 | 0 | 1 |
_lH _tTranslational Moment Distribution, _p579 |
| 970 | 0 | 1 |
_lI _tDesign of Flat Slabs by the ACI Code, _p582 |
| 970 | 0 | 1 |
_lJ _tThe Coulomb Formulas for Earth Pressure, _p596 |
| 970 | 0 | 1 |
_lK _tAREA Specifications for Retaining Walls, _p601 |
| 970 | 0 | 1 |
_lL _tUse of the WSD Beam Flexure Charts, _p610 |
| 970 | 0 | 1 |
_aIndex, _p625 |
| 999 |
_c9223 _d9223 |
||
| 003 | KOHA | ||