Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 133
... stress in axially loaded column to permissible fiber stress in flexure . d = Depth from compression face of beam or slab to cen- troid of longitudinal tensile reinforcement . e Eccentricity of the resultant load on a column , meas- ured ...
... stress in axially loaded column to permissible fiber stress in flexure . d = Depth from compression face of beam or slab to cen- troid of longitudinal tensile reinforcement . e Eccentricity of the resultant load on a column , meas- ured ...
Page 142
... stress in excess of 0.06f ' . is used , every such line shall be crossed by at least two such lines of web ... tensile reinforcement is parallel to the compression face , the bond stress at any cross section shall be computed by Formula ...
... stress in excess of 0.06f ' . is used , every such line shall be crossed by at least two such lines of web ... tensile reinforcement is parallel to the compression face , the bond stress at any cross section shall be computed by Formula ...
Page 144
... tensile 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 ...
... tensile 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 ...
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