Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 135
... resisting computed tensile stresses . Sec . 2513. ( a ) Safe Lateral Strength . A wire nail inserted Nails ... resist- ance of the nail to withdrawal , as set forth in Table No. 25 - G . Nails inserted parallel to the grain of ...
... resisting computed tensile stresses . Sec . 2513. ( a ) Safe Lateral Strength . A wire nail inserted Nails ... resist- ance of the nail to withdrawal , as set forth in Table No. 25 - G . Nails inserted parallel to the grain of ...
Page 142
... resisting elements such as walls or partitions , provided the maximum deflection in the plane of the diaphragm , as ... resist- ing elements shall be provided along all the margins of the dia- phragm . Such connections shall be capable ...
... resisting elements such as walls or partitions , provided the maximum deflection in the plane of the diaphragm , as ... resist- ing elements shall be provided along all the margins of the dia- phragm . Such connections shall be capable ...
Page 284
... resisting members and shall be of sufficient extent and detail to resist the horizontal forces provided for in this Section and shall be located symmetrically about the center of mass of the building or the building shall be designed ...
... resisting members and shall be of sufficient extent and detail to resist the horizontal forces provided for in this Section and shall be located symmetrically about the center of mass of the building or the building shall be designed ...
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