Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 142
... unit shearing stress in excess of 0.06f ' . 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 ...
... unit shearing stress in excess of 0.06f ' . 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 ...
Page 144
... stress in each bar shall be fully developed 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 , at unit ...
... stress in each bar shall be fully developed 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 , at unit ...
Page 163
... unit stress will not exceed the unit stress allowed for shear . Members subject to both axial and bending stresses shall fa fb be so proportioned that the quantity + shall not exceed unity , in which FD F. F = Axial unit stress that ...
... unit stress will not exceed the unit stress allowed for shear . Members subject to both axial and bending stresses shall fa fb be so proportioned that the quantity + shall not exceed unity , in which FD F. F = Axial unit stress that ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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angles approved axial bars beams bearing bending bolts Building Official building or structure ceiling cement cent Chimneys Code column combustible compression compression members compressive strength compressive stress connections Cont'd designed diameter distance Douglas fir dry standpipes enclosures exceed exit exterior walls fiber fire doors Fire Zone flange foot framing girders grade grain Group gypsum height horizontal incombustible materials installed interior joints joists lath least length less than one-hour live load located lumber maximum metal minimum mortar nails occupant load one-half inch one-hour fire-resistive construction partitions piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches slab space span specified in Chapter specified in Section splices square feet square inch stairway standpipes strength structural steel studs Subsection surface Table tensile stress thickness twenty feet 20 U.B.C. Standard vent ventilation welded width wire wood