Uniform Building Code |
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Page 208
... Joists shall be supported laterally at the ends and at each support by solid blocking except where the ends of joists are nailed to a header , band or rim joist or to an adjoining stud or by other approved means . Solid blocking shall ...
... Joists shall be supported laterally at the ends and at each support by solid blocking except where the ends of joists are nailed to a header , band or rim joist or to an adjoining stud or by other approved means . Solid blocking shall ...
Page 209
... joists more than 6 feet long shall be supported by framing anchors or joist hangers unless bearing on a beam , partition or wall . Tail joists over 12 feet long shall be supported at header by framing anchors or on ledger strips not ...
... joists more than 6 feet long shall be supported by framing anchors or joist hangers unless bearing on a beam , partition or wall . Tail joists over 12 feet long shall be supported at header by framing anchors or on ledger strips not ...
Page 281
... joists and planks , or structural light framing grade ( dense ) . SS is select structural , structural joists and planks , or structural light framing grade ( medium grain for Douglas fir - larch ) . NID is dense No. 1 structural joists ...
... joists and planks , or structural light framing grade ( dense ) . SS is select structural , structural joists and planks , or structural light framing grade ( medium grain for Douglas fir - larch ) . NID is dense No. 1 structural joists ...
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