Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 121
... reinforcement and the com- pression face of a slab or beam . Effective Area of Reinforcement - The area obtained by mul- tiplying the right cross - sectional area of the metal reinforce- ment by the cosine of the angle between its ...
... reinforcement and the com- pression face of a slab or beam . Effective Area of Reinforcement - The area obtained by mul- tiplying the right cross - sectional area of the metal reinforce- ment by the cosine of the angle between its ...
Page 136
... reinforcing steel per foot of width , and in slabs on which the prescribed live load does not exceed 50 pounds per square foot , no additional reinforcement will be required . 5. When the finish used as a wearing surface is placed ...
... reinforcing steel per foot of width , and in slabs on which the prescribed live load does not exceed 50 pounds per square foot , no additional reinforcement will be required . 5. When the finish used as a wearing surface is placed ...
Page 142
... 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 to the compression face . ( b ) Ordinary ...
... 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 to the compression face . ( b ) Ordinary ...
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