Uniform Building Code |
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Page 165
... continuous end of continuous beams shall extend along the same face of the beam into the support at least 6 inches . F. Compression reinforcement in flexural members shall be anchored by ties or stirrups not less than 1/4 inch in ...
... continuous end of continuous beams shall extend along the same face of the beam into the support at least 6 inches . F. Compression reinforcement in flexural members shall be anchored by ties or stirrups not less than 1/4 inch in ...
Page 273
... continuous or cantilevered over supports and provides equal capacity in both positive and negative bending . 16F - E3 SP / SP 1600 1600 20F - E1 SP / SP 2000 1000 38515 38515 38515 38515 200 1.6 200 1.7 20F - E2 SP / SP 20F - E3 SP / SP ...
... continuous or cantilevered over supports and provides equal capacity in both positive and negative bending . 16F - E3 SP / SP 1600 1600 20F - E1 SP / SP 2000 1000 38515 38515 38515 38515 200 1.6 200 1.7 20F - E2 SP / SP 20F - E3 SP / SP ...
Page 497
... continuous beams , braced and unbraced planar rigid frames , and similar portions of structures rigidly constructed so as to be continuous over at least one interior support may be proportioned on the basis of their maximum strength ...
... continuous beams , braced and unbraced planar rigid frames , and similar portions of structures rigidly constructed so as to be continuous over at least one interior support may be proportioned on the basis of their maximum strength ...
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