Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 128
... Stresses for Various Conditions of Ex- posure . The various allowable unit stresses named in this Sec- tion are assigned for lumber used in continuously dry locations . For the condition of occasionally wet and quickly dried , the ...
... Stresses for Various Conditions of Ex- posure . The various allowable unit stresses named in this Sec- tion are assigned for lumber used in continuously dry locations . For the condition of occasionally wet and quickly dried , the ...
Page 187
... Stresses . Members subject to both direct and bending stresses shall be so proportioned that the greatest com- bined stresses shall not exceed the allowed limits . All members and their connections which are subject to stresses of both ...
... Stresses . Members subject to both direct and bending stresses shall be so proportioned that the greatest com- bined stresses shall not exceed the allowed limits . All members and their connections which are subject to stresses of both ...
Page 194
... stresses of trusses , girders , or beams , and the axial stresses of tension or compression members which are carried on rivets , shall have such stresses developed by the shearing and bearing values of the rivets or bolts . Sec . 2710 ...
... stresses of trusses , girders , or beams , and the axial stresses of tension or compression members which are carried on rivets , shall have such stresses developed by the shearing and bearing values of the rivets or bolts . Sec . 2710 ...
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