Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 167
... tensile stress in each bar shall be fully devel- oped in both the upper and the lower half of the beam by one of the following methods : I. As specified in Subsection ( d - 3 ) . II . As specified in Subsection ( d - 4 ) . III . By bond ...
... tensile stress in each bar shall be fully devel- oped in both the upper and the lower half of the beam by one of the following methods : I. As specified in Subsection ( d - 3 ) . II . As specified in Subsection ( d - 4 ) . III . By bond ...
Page 180
... tensile stress in the vertical bars will govern the design . The gross area of both spiral and tied columns shall be used in the computations . Note : For preliminary designs it will usually give satisfac- tory results to compute the ...
... tensile stress in the vertical bars will govern the design . The gross area of both spiral and tied columns shall be used in the computations . Note : For preliminary designs it will usually give satisfac- tory results to compute the ...
Page 187
... stress giving the larg- est section , with 50 per cent of the smaller stress added to it . If the reversal of stress ... tensile strength of less than 60,000 pounds per square inch , shall be reduced in proportion to the ultimate tensile ...
... stress giving the larg- est section , with 50 per cent of the smaller stress added to it . If the reversal of stress ... tensile strength of less than 60,000 pounds per square inch , shall be reduced in proportion to the ultimate tensile ...
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