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CRSI handbook, based upon the 1977 ACI building code and the 1980 supplement / Concrete Reinforcing Steel Institute, Engineering Practice committee

By: Contributor(s): Material type: TextTextPublication details: Chicago : Concrete Reinforcing Steel Institute, c1975.Edition: Fourth editionDescription: Various paging : Illustration; 24 cmSubject(s): DDC classification:
  • 23rd ed. 624.1834 CON
Contents:
Table 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.
Item type: Book
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Includes index.

Table 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.

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