Uniform Building Code |
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Page 147
... joints , but not across expansion joints , with joints spliced by lapping the reinforcement not less than 6 inches . The reinforcement shall be placed in the joint immediately below and above any openings within a panel . The ...
... joints , but not across expansion joints , with joints spliced by lapping the reinforcement not less than 6 inches . The reinforcement shall be placed in the joint immediately below and above any openings within a panel . The ...
Page 291
... joints made of seasoned lumber used in dry locations . See U.B.C. Standard No. 25-17 for other service conditions . 2Double shear values are for joints consisting of three wood members in which the side members are one half the ...
... joints made of seasoned lumber used in dry locations . See U.B.C. Standard No. 25-17 for other service conditions . 2Double shear values are for joints consisting of three wood members in which the side members are one half the ...
Page 338
... joints shall be wetted and standing water removed . Construction joints shall be so made and located as not to impair the strength of the structure . Provision shall be made for transfer of shear and other forces through construction ...
... joints shall be wetted and standing water removed . Construction joints shall be so made and located as not to impair the strength of the structure . Provision shall be made for transfer of shear and other forces through construction ...
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