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Page 142
... Solid Masonry Units . ( i ) Load - bearing glazed brick shall conform to the weathering and structural requirements of U.B.C. Standard No. 24-1 , Section 24.104 , Facing Brick . E. U.B.C. Standard No. 24-8 , Structural Clay Facing Tile ...
... Solid Masonry Units . ( i ) Load - bearing glazed brick shall conform to the weathering and structural requirements of U.B.C. Standard No. 24-1 , Section 24.104 , Facing Brick . E. U.B.C. Standard No. 24-8 , Structural Clay Facing Tile ...
Page 627
... Solid units ( at least 75 percent solid ) . 8 63 4 3 Hollow brick units at least 71 percent solid . 8 Brick of 5 Hollow ( rowlock ) . 12 8 ( Continued ) TABLE NO . 43 - B - RATED FIRE -. MINIMUM FINISHED THICKNESS FACE - TO - FACE 2 ( In ...
... Solid units ( at least 75 percent solid ) . 8 63 4 3 Hollow brick units at least 71 percent solid . 8 Brick of 5 Hollow ( rowlock ) . 12 8 ( Continued ) TABLE NO . 43 - B - RATED FIRE -. MINIMUM FINISHED THICKNESS FACE - TO - FACE 2 ( In ...
Page 628
... solid . 6 struction ) 15 Two cells in wall thickness , units at least 40 percent solid . 8 17 Two cells in wall thickness , units at least 49 percent solid . 8 Hollow Clay 18 Three cells in wall thickness , units at least 40 percent solid ...
... solid . 6 struction ) 15 Two cells in wall thickness , units at least 40 percent solid . 8 17 Two cells in wall thickness , units at least 49 percent solid . 8 Hollow Clay 18 Three cells in wall thickness , units at least 40 percent solid ...
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