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Page 195
Timber connectors may be used to transmit stress between 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 ...
Timber connectors may be used to transmit stress between 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 ...
Page 205
Wood Combined with Masonry or Concrete Sec . 2516 . ( a ) Dead Load . Wood
members shall not be used to permanently support the dead load of any masonry
or concrete . EXCEPTIONS : 1 . Masonry or concrete nonstructural floor or roof ...
Wood Combined with Masonry or Concrete Sec . 2516 . ( a ) Dead Load . Wood
members shall not be used to permanently support the dead load of any masonry
or concrete . EXCEPTIONS : 1 . Masonry or concrete nonstructural floor or roof ...
Page 206
All foundation plates or sills and sleepers on a concrete or masonry slab , which
is in direct contact with earth , and sills which rest on concrete or masonry
foundations , shall be treated wood or Foundation redwood , all marked or
branded by ...
All foundation plates or sills and sleepers on a concrete or masonry slab , which
is in direct contact with earth , and sills which rest on concrete or masonry
foundations , shall be treated wood or Foundation redwood , all marked or
branded by ...
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Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance allowable applied approved axial bars beam bearing bending bolts building building official Chapter column compression compressive stress computed concrete conform connections considered construction continuous cover Decking depth determined diameter direction distance Division edge effective elements equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange flexural floor foot forces Formula frame girders grade Grain greater Group height horizontal inches joints lateral least length less limited live load load located lumber masonry materials maximum Occupancies openings panel parallel percent permitted placed plate portion pounds prestressing protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab spacing span specified splices square inch steel strength stress Structural Stud surface Table taken tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood yield