Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 146
... ultimate 28 - day compressive strength of the concrete , or on the specified minimum ultimate compressive strength at the earlier age at which the concrete may be expected to receive its full load . All plans , submitted for approval or ...
... ultimate 28 - day compressive strength of the concrete , or on the specified minimum ultimate compressive strength at the earlier age at which the concrete may be expected to receive its full load . All plans , submitted for approval or ...
Page 156
... ultimate 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 ...
... ultimate 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 ...
Page 187
... ultimate tensile strength of less than 60,000 pounds per square inch , shall be reduced in proportion to the ultimate tensile strength of such member . Sec . 2703. Every member and combination of members Eccentric shall be designed to ...
... ultimate tensile strength of less than 60,000 pounds per square inch , shall be reduced in proportion to the ultimate tensile strength of such member . Sec . 2703. Every member and combination of members Eccentric shall be designed to ...
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