Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 129
... horizontal shear stress values set forth in Table No. 25 - A may be increased not to exceed 50 per cent . Sec . 2504. The maximum allowable unit stress in horizontal Horizontal shear in beams and other members in flexure shall be ...
... horizontal shear stress values set forth in Table No. 25 - A may be increased not to exceed 50 per cent . Sec . 2504. The maximum allowable unit stress in horizontal Horizontal shear in beams and other members in flexure shall be ...
Page 206
... Horizontal Forces . Veneer shall not be assumed to re- sist horizontal forces , except as specifically provided in Section 2902 . ( d ) Exceptions . The limitations in this Chapter shall not apply to interior veneer of units five ...
... Horizontal Forces . Veneer shall not be assumed to re- sist horizontal forces , except as specifically provided in Section 2902 . ( d ) Exceptions . The limitations in this Chapter shall not apply to interior veneer of units five ...
Page 284
... horizontal direction . All bracing systems both horizontal and vertical shall trans- mit all forces to the resisting members and shall be of sufficient extent and detail to resist the horizontal forces provided for in this Section and ...
... horizontal direction . All bracing systems both horizontal and vertical shall trans- mit all forces to the resisting members and shall be of sufficient extent and detail to resist the horizontal forces provided for in this Section and ...
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