Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 195
... 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 205
... wood members . 2. Any structure may rest upon wood piles constructed in accordance with the requirements of Chapter 29 . 3. Masonry or concrete fireplace with a factory - built chimney conforming to Chapter 37 may be supported by wood ...
... wood members . 2. Any structure may rest upon wood piles constructed in accordance with the requirements of Chapter 29 . 3. Masonry or concrete fireplace with a factory - built chimney conforming to Chapter 37 may be supported by wood ...
Page 206
... wood permitted by this code may be used for sills when specifically approved by the building official . 4. Columns and posts . All wood columns and posts shall be framed to true end bearings . Supports shall be designed to hold the ...
... wood permitted by this code may be used for sills when specifically approved by the building official . 4. Columns and posts . All wood columns and posts shall be framed to true end bearings . Supports shall be designed to hold the ...
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