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 , 42 Nonload- 6 44 One 4 " unit cored 25 percent maximum with 3/4 " gypsum plaster on one side . 434 45 One 4 " unit with two cells in wall thickness , cored 22 percent maximum . ( Continued ) FACE - TO ...
... maximum . Unglazed Facing Tile , 42 Nonload- 6 44 One 4 " unit cored 25 percent maximum with 3/4 " gypsum plaster on one side . 434 45 One 4 " unit with two cells in wall thickness , cored 22 percent maximum . ( Continued ) FACE - TO ...
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 STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists 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 Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength