Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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Page 203
... wood members and between wood and metal members . The allowable loads and installation of timber connectors shall be as set forth in U.B.C. Standard No. 25-17 . Safe loads and design practices for types of connectors not mentioned or ...
... wood members and between wood and metal members . The allowable loads and installation of timber connectors shall be as set forth in U.B.C. Standard No. 25-17 . Safe loads and design practices for types of connectors not mentioned or ...
Page 212
... Wood support embedded in ground . Wood embedded in the ground or in direct contact with the earth and used for the support of permanent structures shall be treated wood unless continu- ously below the groundwater line or continuously ...
... Wood support embedded in ground . Wood embedded in the ground or in direct contact with the earth and used for the support of permanent structures shall be treated wood unless continu- ously below the groundwater line or continuously ...
Page 213
... Wood and earth separation . Protection of wood against deterioration as set forth in the previous paragraphs for specified applications is required . In addition , wood used in construction of permanent structures and located nearer ...
... Wood and earth separation . Protection of wood against deterioration as set forth in the previous paragraphs for specified applications is required . In addition , wood used in construction of permanent structures and located nearer ...
Contents
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved assembly bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load Decking diameter distance doors edge exceed exit exterior walls Extreme Fiber factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height installed joints joists laminations length less live load located lumber masonry materials maximum minimum modulus of elasticity nails noncombustible occupant load openings panel percent permitted perpendicular plastic plate plywood portland cement pounds per square prestressing protected psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing slab space span specified in Section splices square feet square inch stairway steel studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard values vertical welds width wire wood wood shingles yield strength