Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 156
... maximum vertical distance between ties shall not exceed 24 inches and the maximum horizon- tal distance shall not exceed 36 inches . Rods bent to rectangular shape shall be used with hollow masonry units laid with the cells vertical ...
... maximum vertical distance between ties shall not exceed 24 inches and the maximum horizon- tal distance shall not exceed 36 inches . Rods bent to rectangular shape shall be used with hollow masonry units laid with the cells vertical ...
Page 438
... maximum distance from the center of any rivet or bolt to the nearest edge of parts in contact with one another shall ... Maximum Effective Size of Fillet Welds . The maximum size fillet welds that may be used along edges of connected ...
... maximum distance from the center of any rivet or bolt to the nearest edge of parts in contact with one another shall ... Maximum Effective Size of Fillet Welds . The maximum size fillet welds that may be used along edges of connected ...
Page 573
... maximum . Unglazed Facing Tile , Nonload- ( Continued ) 4 FACE - TO - FACE ' ( In inches ). Grade A Concrete 612 6 5 ... maximum and one 4 " unit cored 25 percent maximum with 3/4 " mortar filled collar joint . Unit positions reversed in ...
... maximum . Unglazed Facing Tile , Nonload- ( Continued ) 4 FACE - TO - FACE ' ( In inches ). Grade A Concrete 612 6 5 ... maximum and one 4 " unit cored 25 percent maximum with 3/4 " mortar filled collar joint . Unit positions reversed in ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength