Uniform Building Code |
From inside the book
Results 1-3 of 77
Page 32
... increased by one of the following : 1. Separation on two sides . Where public ways or yards more than 20 feet in width extend along and adjoin two sides of the building , floor areas may be increased at a rate of 14 percent for each ...
... increased by one of the following : 1. Separation on two sides . Where public ways or yards more than 20 feet in width extend along and adjoin two sides of the building , floor areas may be increased at a rate of 14 percent for each ...
Page 51
... increased in accordance with provisions of this subsection . Structures with sides open [ as defined in Subsection ( b ) ] on three fourths of the building perimeter may be increased by 25 percent in area and one tier in height ...
... increased in accordance with provisions of this subsection . Structures with sides open [ as defined in Subsection ( b ) ] on three fourths of the building perimeter may be increased by 25 percent in area and one tier in height ...
Page 472
... increased one third , but the factor coefficient applied to f , shall not be increased . For bolts in friction - type joints , the shear stress allowed in Section 2702 ( c ) shall be reduced so that : For A325 bolts in standard holes ...
... increased one third , but the factor coefficient applied to f , shall not be increased . For bolts in friction - type joints , the shear stress allowed in Section 2702 ( c ) shall be reduced so that : For A325 bolts in standard holes ...
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