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Page 140
... compressive stress due to design axial load . computed flexural stress in the extreme fiber due to design bending ... strength of masonry at the age of 28 days . allowable average axial compressive stress for centroidally applied axial ...
... compressive stress due to design axial load . computed flexural stress in the extreme fiber due to design bending ... strength of masonry at the age of 28 days . allowable average axial compressive stress for centroidally applied axial ...
Page 149
... Compressive Strength ( f'm ) . 1. General . The specified strength of masonry to establish allowable stresses shall be shown on the plans and specifications . The value of f'm shall be based upon either the provisions of Section 2406 ...
... Compressive Strength ( f'm ) . 1. General . The specified strength of masonry to establish allowable stresses shall be shown on the plans and specifications . The value of f'm shall be based upon either the provisions of Section 2406 ...
Page 367
... compression fiber to centroid of tension rein- forcement in opposite half of member . ) specified compressive strength of concrete , psi . = square root of specified compressive strength of concrete , psi . = average splitting tensile ...
... compression fiber to centroid of tension rein- forcement in opposite half of member . ) specified compressive strength of concrete , psi . = square root of specified compressive strength of concrete , psi . = average splitting tensile ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength