Uniform Building Code |
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Page 155
... vertical loads shall not be assumed distributed across continuous vertical mortar or control joints unless elements designed to distribute the concentrated vertical loads are em- ployed . 2. Loads on nonbearing walls . Masonry walls ...
... vertical loads shall not be assumed distributed across continuous vertical mortar or control joints unless elements designed to distribute the concentrated vertical loads are em- ployed . 2. Loads on nonbearing walls . Masonry walls ...
Page 406
... Vertical and horizontal reinforcement shall not be spaced farther apart than three times the wall thickness , nor 18 inches . 6. Vertical reinforcement need not be enclosed by lateral ties if vertical rein- forcement area is not greater ...
... Vertical and horizontal reinforcement shall not be spaced farther apart than three times the wall thickness , nor 18 inches . 6. Vertical reinforcement need not be enclosed by lateral ties if vertical rein- forcement area is not greater ...
Page 684
... Vertical Either Direction 24 Horizontal Perpendicular only 24 5/8 Vertical Either Direction 24 Fasteners and Adhesives 3/8 Horizontal Perpendicular only 16 7 Base Ply по Vertical Either Direction 24 8 сл 5 8 121 3Screws shall conform ...
... Vertical Either Direction 24 Horizontal Perpendicular only 24 5/8 Vertical Either Direction 24 Fasteners and Adhesives 3/8 Horizontal Perpendicular only 16 7 Base Ply по Vertical Either Direction 24 8 сл 5 8 121 3Screws shall conform ...
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