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Page 336
... Strength tests used to establish standard deviation shall represent concrete produced to meet a specified strength or strengths within 1000 psi of that specified for the proposed work . 4. Changes in materials and proportions within the ...
... Strength tests used to establish standard deviation shall represent concrete produced to meet a specified strength or strengths within 1000 psi of that specified for the proposed work . 4. Changes in materials and proportions within the ...
Page 337
... strength f ' shall be at least 3000 psi . 2. Concrete that is intended to be watertight shall conform to the following : A. For concrete made with normal - weight aggregate , water - cement ratio shall not exceed 0.50 by weight for ...
... strength f ' shall be at least 3000 psi . 2. Concrete that is intended to be watertight shall conform to the following : A. For concrete made with normal - weight aggregate , water - cement ratio shall not exceed 0.50 by weight for ...
Page 510
... strength , n F.S. on yield strength , ny . 2. Columns F.S. on buckling strength , n . F.S. on crippling strength of thin sections , n F.S. on yield strength for short columns , n 3. Beams F.S. on tensile strength , n F.S. on tensile ...
... strength , n F.S. on yield strength , ny . 2. Columns F.S. on buckling strength , n . F.S. on crippling strength of thin sections , n F.S. on yield strength for short columns , n 3. Beams F.S. on tensile strength , n F.S. on tensile ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength