000 02261nam a22002417a 4500
003 OSt
005 20240318183627.0
008 221007b |||||||| |||| 00| 0 eng d
040 _cLC
_eRDA
082 _223rd ed.
_a624.1834
_bCON
110 _aConcrete Reinforcing Steel Institute, Engineering Practice committee
_913283
245 _aCRSI handbook, based upon the 1977 ACI building code and the 1980 supplement /
_cConcrete Reinforcing Steel Institute, Engineering Practice committee
250 _aFourth edition
260 _aChicago :
_bConcrete Reinforcing Steel Institute,
_cc1975.
300 _aVarious paging :
_bIllustration;
_c24 cm.
500 _aIncludes index.
505 _aTable of contents. – Ch. 1 Basis and use of tables - - Computer programs - - Precision of computations - - concrete strengths and weights - - Calculations for final design. – Ch. 2 Design of columns - -Bi-axial blending, charts, derivations - - Square and rectangular tied columns - - Table wall-like column - - Universal column formulas - - Round columns - - Spirals vs. ties - - manual review of computer program - - Strength design-Flexural members - - Serviceability design flexural members - - One way solid slabs - - One way concrete joist construction - - Trussed vs. straight bars - - Two way solid flat plates - - Recommended Bar details - - Non square panels - - Non equal spans - - stiffness curves - - direct step by step - - Two way solid flat slabs - - lightweight aggregate concrete - - Variations over direct design - - Recommended bar details - - Two way joist (waffle) flat slabs - - Design coefficients - - load capacity tables - - Edge conditions - - Bar spacing for crack control - - deflection-limited load - - Beams - - Basis of tabulated design - - Bar development - - End span - - Interior span - - Stirrup designation and selection - - square footings - - Pile caps - - drilled piers - - derivations and design procedure - - slabs on ground - - Cantilevered retaining walls - - lateral pressures – Soil and water. Two way slab design.
650 _aReinforced concrete construction.
_913284
650 _aReinforcing bars.
_913285
650 _aConcrete construction.
_913286
700 _aHoffman Edward S.
_913287
942 _2ddc
_cBOOK
999 _c39062
_d39061