Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 129
... 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 computed Shear by ...
... 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 computed Shear by ...
Page 155
... Shearing unit stress . Unit shearing stress permitted on the concrete of the web . Total shear . Excess of the total shear over that permitted on the concrete . Uniformly distributed load per unit of length of beam or slab . Uniformly ...
... Shearing unit stress . Unit shearing stress permitted on the concrete of the web . Total shear . Excess of the total shear over that permitted on the concrete . Uniformly distributed load per unit of length of beam or slab . Uniformly ...
Page 163
... Shear and Sec . 2617. ( a ) Shearing Unit Stress . The shearing unit stress ( v ) in reinforced concrete beams shall be computed by formula Diagonal ( 14 ) : 2 = V bjd ( 14 ) For beams of I or T section b ' shall be substituted for b in ...
... Shear and Sec . 2617. ( a ) Shearing Unit Stress . The shearing unit stress ( v ) in reinforced concrete beams shall be computed by formula Diagonal ( 14 ) : 2 = V bjd ( 14 ) For beams of I or T section b ' shall be substituted for b in ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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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