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Page 323
Chapter 26 CONCRETE The values and principles specified in this chapter are patterned after and in general conformity with , the provisions of ACI Standard 318 for reinforced concrete design . For additional background information and ...
Chapter 26 CONCRETE The values and principles specified in this chapter are patterned after and in general conformity with , the provisions of ACI Standard 318 for reinforced concrete design . For additional background information and ...
Page 329
fet = average splitting tensile strength of lightweight aggregate concrete , psi . f'cr = required average compressive strength of concrete used as the basis for selection of concrete portions , psi . s = standard deviation , psi .
fet = average splitting tensile strength of lightweight aggregate concrete , psi . f'cr = required average compressive strength of concrete used as the basis for selection of concrete portions , psi . s = standard deviation , psi .
Page 334
Mixing and Placing Concrete Sec . 2605. ( a ) Preparation of Equipment and Place of Deposit . Preparation before concrete placement shall include the following : 1. All equipment for mixing and transporting concrete shall be clean . 2.
Mixing and Placing Concrete Sec . 2605. ( a ) Preparation of Equipment and Place of Deposit . Preparation before concrete placement shall include the following : 1. All equipment for mixing and transporting concrete shall be clean . 2.
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
119 other sections not shown
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accordance additional allowable applied approved axial bars beam bearing bending building official Chapter column combination comply compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined direction distance Division edge effective elasticity elements equipment exceed EXCEPTION exit exterior walls face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal hour inches increased inspection installed joints lateral least length less limited live load located masonry materials maximum modulus nails Occupancies one-hour openings panel parallel percent permitted placed portion protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab space span specified square steel storage story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wood