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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
fc = 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 . ( b ) General .
fc = 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 . ( b ) General .
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
Requirements for Group A Occupancies | 43 |
Requirements for Group E Occupancies | 54 |
Requirements for Group M Occupancies | 69 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly axial bars beam bearing bending building official Chapter column combination compression compressive stress computed concrete conform connections considered construction continuous covered Decking depth determined diameter direction distance Division doors edge effective elasticity elements equal exceed EXCEPTION exit exterior face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group grout height horizontal inches installed joints lateral least length less limited live load located lumber masonry materials maximum modulus nails Occupancies openings panel parallel percent permitted placed portion pounds protected ratio reinforcement resist roof rooms Section Select Structural separation shear sheathing side slab space span specified square steel story strength stress Structural studs surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wire wood