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Page 330
Required average strength . Required average compressive strength f'cr used as the basis for selection of concrete proportions shall be the larger of Formula ( 4-1 ) or ( 4-2 ) using a standard deviation calculated in accordance with ...
Required average strength . Required average compressive strength f'cr used as the basis for selection of concrete proportions shall be the larger of Formula ( 4-1 ) or ( 4-2 ) using a standard deviation calculated in accordance with ...
Page 332
26 - A - 5 for water - cement ratio or concrete strength and minimum concrete cover requirements of Section 2607 ( h ) shall be satisfied . ( g ) Average Strength Reduction . As data become available during construction , amount by ...
26 - A - 5 for water - cement ratio or concrete strength and minimum concrete cover requirements of Section 2607 ( h ) shall be satisfied . ( g ) Average Strength Reduction . As data become available during construction , amount by ...
Page 519
Tension Members F.S. on tensile strength , nu F.S. on yield strength , ny . 2. Columns F.S. on buckling strength , nu . F.S. on crippling strength of thin sections , nu F.S. on yield strength for short columns , Ny 3.
Tension Members F.S. on tensile strength , nu F.S. on yield strength , ny . 2. Columns F.S. on buckling strength , nu . F.S. on crippling strength of thin sections , nu F.S. on yield strength for short columns , Ny 3.
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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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Common terms and phrases
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