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Page 194
... limited to : A. One third the allowable unit stress in horizontal shear of all species for wind and earthquake loads . B. Fifteen psi for Douglas fir , larch , hem - fir , western woods and other softwoods for other types of loading . C ...
... limited to : A. One third the allowable unit stress in horizontal shear of all species for wind and earthquake loads . B. Fifteen psi for Douglas fir , larch , hem - fir , western woods and other softwoods for other types of loading . C ...
Page 526
... limited to one half of the normal force imposed on the soil by the weight of the footing or slab . Posts embedded in earth shall not be used to provide lateral support for structural or nonstructural materials such as plaster , masonry ...
... limited to one half of the normal force imposed on the soil by the weight of the footing or slab . Posts embedded in earth shall not be used to provide lateral support for structural or nonstructural materials such as plaster , masonry ...
Page 697
... limited to a maximum individual panel area of 150 square feet , and the total maximum aggregate area of all panels shall not exceed 331/3 percent of the floor area of the room or space sheltered . Roof panels of Class CC2 plastics shall ...
... limited to a maximum individual panel area of 150 square feet , and the total maximum aggregate area of all panels shall not exceed 331/3 percent of the floor area of the room or space sheltered . Roof panels of Class CC2 plastics shall ...
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