Uniform Building Code, Volume 1Pacific Coast Building Officials Conference, 1952 - Building laws |
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Page 143
... stress in excess of 0.06ƒ , is used , every such line shall be crossed by at least two such lines of web reinforcement . ( g ) Shearing Stress in Flat Slabs . In flat slabs , the shear- ing unit stress on a vertical section which lies ...
... stress in excess of 0.06ƒ , is used , every such line shall be crossed by at least two such lines of web reinforcement . ( g ) Shearing Stress in Flat Slabs . In flat slabs , the shear- ing unit stress on a vertical section which lies ...
Page 157
... Stress at Base of Column . The stress in the longitudinal reinforcement of a column or pedestal shall be transferred to its supporting pedestal or footing either by extending the longitudinal bars into the supporting member , or by ...
... Stress at Base of Column . The stress in the longitudinal reinforcement of a column or pedestal shall be transferred to its supporting pedestal or footing either by extending the longitudinal bars into the supporting member , or by ...
Page 163
... stress , and to the net total tensile stress , add arithmetically 50 per cent of the smaller of these two ; and proportion the connected material and the connecting rivets , bolts , pins or welds , for each of the two increased stresses ...
... stress , and to the net total tensile stress , add arithmetically 50 per cent of the smaller of these two ; and proportion the connected material and the connecting rivets , bolts , pins or welds , for each of the two increased stresses ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 33 |
Copyright | |
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Common terms and phrases
appliance approved asbestos bars beams bolt brick Building Official building or structure ceiling cement cent Chimneys clearance Code column combustible compression compression members compressive strength conform Cont'd designed diameter Douglas fir dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone flammable liquids floor flue or vent foot four inches furnaces girders Grade grain Group grout gypsum heaters height horizontal incombustible materials installed interior joints joists lath least live load located lumber masonry metal minimum mortar occupant load one-half inch one-hour fire-resistive construction partitions permitted pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets roof shear six inches slab smoke pipe solid space specified in Chapter specified in Section square feet square inch Stairs stairway standpipes steel structural steel studs Subsection Table thickness twenty feet 20 TYPES OF CONSTRUCTION U.B.C. Standard ventilation width wire wood