Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 132
... anchorage of longi- tudinal steel Beams with no web reinforcement , but with special anchorage of longitudinal steel Beams with properly designed web re- inforcement but without special an- chorage of longitudinal steel Beams with ...
... anchorage of longi- tudinal steel Beams with no web reinforcement , but with special anchorage of longitudinal steel Beams with properly designed web re- inforcement but without special an- chorage of longitudinal steel Beams with ...
Page 142
... anchorage shall be provided for the tensile reinforcement in all flexural members to which formula ( 9 ) does not apply , such as footings , brackets and other tapered or stepped beams in which the tensile reinforcement is not parallel ...
... anchorage shall be provided for the tensile reinforcement in all flexural members to which formula ( 9 ) does not apply , such as footings , brackets and other tapered or stepped beams in which the tensile reinforcement is not parallel ...
Page 302
... Anchorage of reinforcement .. Assumptions for design .... Beams - composite Beams - depth of Beams - lateral support for Bending moments ..... Bonding - of concrete Bonds for anchorage ... Columns Computations - flexural Concrete ...
... Anchorage of reinforcement .. Assumptions for design .... Beams - composite Beams - depth of Beams - lateral support for Bending moments ..... Bonding - of concrete Bonds for anchorage ... Columns Computations - flexural Concrete ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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adjacent property lines approved bars beams bending bolts Building Official building or structure ceiling cent Chimneys Code combustible material compression members compressive strength conform dead load designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists least length less than one-hour live load located lumber metal minimum mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stairway structural steel studs Table tensile stress tests thickness tile tion total band twelve inches 12 twenty feet 20 Type V buildings TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood