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Page 177
... compressive strength of brick masonry shall be determined by prism tests . See Section 2418 ( c ) 3 B. B. Used brick ... strength . A. General . The value of f ' used for determin- ing the allowable stresses shall be based on the ...
... compressive strength of brick masonry shall be determined by prism tests . See Section 2418 ( c ) 3 B. B. Used brick ... strength . A. General . The value of f ' used for determin- ing the allowable stresses shall be based on the ...
Page 335
... compressive strength of concrete , psi = average splitting tensile strength of lightweight aggregate concrete , psi ( b ) General . Concrete shall be proportioned and produced to provide an average compressive strength sufficiently high ...
... compressive strength of concrete , psi = average splitting tensile strength of lightweight aggregate concrete , psi ( b ) General . Concrete shall be proportioned and produced to provide an average compressive strength sufficiently high ...
Page 336
... strength at least 1200 psi greater than required ƒ ' 2. Strength test data for determining standard deviation shall ... compressive strength . Curve shall be based on at least three points representing batches which produce strengths ...
... strength at least 1200 psi greater than required ƒ ' 2. Strength test data for determining standard deviation shall ... compressive strength . Curve shall be based on at least three points representing batches which produce strengths ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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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