Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 135
... Beams with no web reinforcement and without special anchorage of longi- tudinal steel v . 0.02f ' 49 40 50 50 60 7155 Beams with no web reinforcement , but with special anchorage of longitudinal steel Beams with properly designed web re ...
... Beams with no web reinforcement and without special anchorage of longi- tudinal steel v . 0.02f ' 49 40 50 50 60 7155 Beams with no web reinforcement , but with special anchorage of longitudinal steel Beams with properly designed web re ...
Page 137
... Beams . 1. In T - beam construction T - Beams the slab and beam shall be built integrally or otherwise effectively bonded together . The effective flange width to be used in the design of symmetrical T - beams shall not exceed one ...
... Beams . 1. In T - beam construction T - Beams the slab and beam shall be built integrally or otherwise effectively bonded together . The effective flange width to be used in the design of symmetrical T - beams shall not exceed one ...
Page 138
... beam shall not be considered as effective in computing the shear and diagonal tension resistance of T - beams . 6. Isolated beams in which the T - form is used only for the purpose of providing additional compression area , shall have a ...
... beam shall not be considered as effective in computing the shear and diagonal tension resistance of T - beams . 6. Isolated beams in which the T - form is used only for the purpose of providing additional compression area , shall have a ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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Common terms and phrases
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