Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 191
... Connections Connections carrying calculated stresses , except for lacing , sag bars and girts , shall have not fewer than two rivets . ( b ) Eccentricity in Members . Members meeting at a joint shall have their gravity axis meet at a ...
... Connections Connections carrying calculated stresses , except for lacing , sag bars and girts , shall have not fewer than two rivets . ( b ) Eccentricity in Members . Members meeting at a joint shall have their gravity axis meet at a ...
Page 194
... connections for supports of machinery or other moving loads . Unfinished bolts may be used for connections not mentioned in the preceding paragraphs . Turned bolts in reamed holes may be used , in place of rivets , in either shop or ...
... connections for supports of machinery or other moving loads . Unfinished bolts may be used for connections not mentioned in the preceding paragraphs . Turned bolts in reamed holes may be used , in place of rivets , in either shop or ...
Page 234
... connections shall be of sufficient strength to withstand 300 pounds of water pressure to the square inch when ready for service , without leaking at the joints , valves or fittings . Tests shall be conducted by the owner or contractor ...
... connections shall be of sufficient strength to withstand 300 pounds of water pressure to the square inch when ready for service , without leaking at the joints , valves or fittings . Tests shall be conducted by the owner or contractor ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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Common terms and phrases
allowable unit approved asbestos bars beams bending bolts Building Inspector building or structure ceiling cent chimneys clay coat Code compression compression members compressive strength conform Cont'd designed diameter doors Douglas Fir dry standpipes Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flange flat slab foot frame girders grade Group gypsum height Hollow horizontal incombustible materials joints joists least length less than one-hour live load located lumber masonry metal minimum mortar non-bearing Occupancy Separation one-half inch one-hour fire-resistive construction panel partitions permit piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stair stairways Standard Specifications storage strength structural steel studs tensile stress thickness tile tion total band TYPES OF CONSTRUCTION unit stress vent Ventilation Vertical Openings width wood