Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 147
... Strength at 28 Days 72 6 % 65 Cu . Ft . 1.00 .90 .80 .67 p . s . i . 2000 2500 3000 3750 NOTE : In interpreting this ... strength of not less than 3000 pounds per square inch . All other concrete shall have a minimum compressive strength ...
... Strength at 28 Days 72 6 % 65 Cu . Ft . 1.00 .90 .80 .67 p . s . i . 2000 2500 3000 3750 NOTE : In interpreting this ... strength of not less than 3000 pounds per square inch . All other concrete shall have a minimum compressive strength ...
Page 156
... strength indicated on the drawings as specified in Section 2606 and shall be in the ratios specified in this Chapter . The ultimate strength ( f'c ) shall be the average strength attained at 28 days , based on six- inch by twelve - inch ...
... strength indicated on the drawings as specified in Section 2606 and shall be in the ratios specified in this Chapter . The ultimate strength ( f'c ) shall be the average strength attained at 28 days , based on six- inch by twelve - inch ...
Page 198
... strength of the members connected . When bearing studs or other vertical bearing members are spliced , the full strength of such members shall be developed in the splice . Where studs do not continue full length from one story through ...
... strength of the members connected . When bearing studs or other vertical bearing members are spliced , the full strength of such members shall be developed in the splice . Where studs do not continue full length from one story through ...
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