Uniform Building Code |
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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 615
... maximum allowable height - to - length ratio for the construction in this section shall be 11⁄2 to 1 . ( e ) Application . End joints of adjacent courses of gypsum lath , gypsum veneer base , gypsum sheathing board or gypsum wallboard ...
... maximum allowable height - to - length ratio for the construction in this section shall be 11⁄2 to 1 . ( e ) Application . End joints of adjacent courses of gypsum lath , gypsum veneer base , gypsum sheathing board or gypsum wallboard ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength