Uniform Building Code |
From inside the book
Results 1-3 of 47
Page 140
... stress of reinforcement . computed shear stress due to design load . specified compressive strength of masonry at the age of 28 days . allowable average axial compressive stress for centroidally applied axial load only . allowable ...
... stress of reinforcement . computed shear stress due to design load . specified compressive strength of masonry at the age of 28 days . allowable average axial compressive stress for centroidally applied axial load only . allowable ...
Page 149
... Stresses Sec . 2406. ( a ) General . Stresses in clay or concrete masonry under service loads shall not exceed the values given in this section . ( b ) Specified Compressive Strength ( f'm ) . 1. General . The specified strength of ...
... Stresses Sec . 2406. ( a ) General . Stresses in clay or concrete masonry under service loads shall not exceed the values given in this section . ( b ) Specified Compressive Strength ( f'm ) . 1. General . The specified strength of ...
Page 367
... stress properties . bud Ex2y distance from extreme compression fiber to centroid of longitudinal tension ... compressive strength of concrete , psi . = square root of specified compressive strength of concrete , psi . = average splitting ...
... stress properties . bud Ex2y distance from extreme compression fiber to centroid of longitudinal tension ... compressive strength of concrete , psi . = square root of specified compressive strength of concrete , psi . = average splitting ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
103 other sections not shown
Other editions - View all
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