Uniform Building Code, Volume 1Pacific Coast Building Officials Conference, 1952 - Building laws |
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Page 109
... Joints . Bolted joints Bolted wherein bolts are used to resist stresses in wood structures Joints shall be designed in accordance with the principles set forth in U.B.C. Standard No. 25-14 , and in addition thereto shall comply with the ...
... Joints . Bolted joints Bolted wherein bolts are used to resist stresses in wood structures Joints shall be designed in accordance with the principles set forth in U.B.C. Standard No. 25-14 , and in addition thereto shall comply with the ...
Page 110
... Joints Other than Double Shear . When a joint consists of two members ( single shear ) of equal thickness , one - half the tabulated load for a piece twice the thickness of one of the members shall be used . When members of a two - member ...
... Joints Other than Double Shear . When a joint consists of two members ( single shear ) of equal thickness , one - half the tabulated load for a piece twice the thickness of one of the members shall be used . When members of a two - member ...
Page 258
... Joints between walls and ceilings shall be staggered . Lath shall be applied with joints broken in each course except that end joints may fall on one support when stripped with three inches ( 3 " ) of metal lath . Lath shall be butted ...
... Joints between walls and ceilings shall be staggered . Lath shall be applied with joints broken in each course except that end joints may fall on one support when stripped with three inches ( 3 " ) of metal lath . Lath shall be butted ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 33 |
Copyright | |
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Common terms and phrases
appliance approved asbestos bars beams bolt brick Building Official building or structure ceiling cement cent Chimneys clearance Code column combustible compression compression members compressive strength conform Cont'd designed diameter Douglas fir dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone flammable liquids floor flue or vent foot four inches furnaces girders Grade grain Group grout gypsum heaters height horizontal incombustible materials installed interior joints joists lath least live load located lumber masonry metal minimum mortar occupant load one-half inch one-hour fire-resistive construction partitions permitted pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets roof shear six inches slab smoke pipe solid space specified in Chapter specified in Section square feet square inch Stairs stairway standpipes steel structural steel studs Subsection Table thickness twenty feet 20 TYPES OF CONSTRUCTION U.B.C. Standard ventilation width wire wood