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Page 146
... placed with full head and bed joints unless otherwise approved . 4. Hollow masonry units . All head and bed joints shall be filled solidly with mortar for a distance in from the face of the unit not less than the thickness of the shell ...
... placed with full head and bed joints unless otherwise approved . 4. Hollow masonry units . All head and bed joints shall be filled solidly with mortar for a distance in from the face of the unit not less than the thickness of the shell ...
Page 378
... placed monolithically 1.4λ Concrete placed against hardened concrete with surface intentionally roughened as specified in Section 2611 ( h ) 9 1.0X Concrete placed against hardened concrete not intentionally roughened 0.6λ Concrete ...
... placed monolithically 1.4λ Concrete placed against hardened concrete with surface intentionally roughened as specified in Section 2611 ( h ) 9 1.0X Concrete placed against hardened concrete not intentionally roughened 0.6λ Concrete ...
Page 428
... Placed Concrete Sec . 2621. ( a ) General . For the purpose of this chapter all pneumatically placed concrete shall consist of a mixture of fine aggregate and cement pneumati- cally applied by suitable mechanism and to which water is ...
... Placed Concrete Sec . 2621. ( a ) General . For the purpose of this chapter all pneumatically placed concrete shall consist of a mixture of fine aggregate and cement pneumati- cally applied by suitable mechanism and to which water is ...
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