Uniform Building Code |
From inside the book
Results 1-3 of 80
Page 163
... distance between lateral support of a beam shall not exceed 32 times the least width of the compression area . 4. Effective width ( b ) of ... distance requirement applies to the clear distance between a contact splice 163 1985 EDITION 2409.
... distance between lateral support of a beam shall not exceed 32 times the least width of the compression area . 4. Effective width ( b ) of ... distance requirement applies to the clear distance between a contact splice 163 1985 EDITION 2409.
Page 164
... distance between parallel bars in columns shall be two and one - half times the bar diameter . The clear distance between the surface of a bar and any surface of a masonry unit shall be not less than 1/4 inch for fine grout and 1/2 inch ...
... distance between parallel bars in columns shall be two and one - half times the bar diameter . The clear distance between the surface of a bar and any surface of a masonry unit shall be not less than 1/4 inch for fine grout and 1/2 inch ...
Page 367
... distance s , square inches . Av Avf Avh b bo bw C1 C2 = area of shear reinforcement within a distance s , or area of shear rein- forcement perpendicular to flexural tension reinforcement within a distance s for deep flexural members ...
... distance s , square inches . Av Avf Avh b bo bw C1 C2 = area of shear reinforcement within a distance s , or area of shear rein- forcement perpendicular to flexural tension reinforcement within a distance s for deep flexural members ...
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