Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 153
Depth from compression face of beam or slab center to of longitudinal tensile reinforcement ; the least lateral dimension of a concrete column ; the diameter of a round bar or side of a square bar . D = Deflection of a floor member ...
Depth from compression face of beam or slab center to of longitudinal tensile reinforcement ; the least lateral dimension of a concrete column ; the diameter of a round bar or side of a square bar . D = Deflection of a floor member ...
Page 190
In steel trusses carrying roof loads only on buildings not exceeding two stories in height , the minimum thickness of metal shall be ic " , provided that no projecting part of any compression member shall be less in thickness than to of ...
In steel trusses carrying roof loads only on buildings not exceeding two stories in height , the minimum thickness of metal shall be ic " , provided that no projecting part of any compression member shall be less in thickness than to of ...
Page 195
( a ) Compression Members . The open sides of com- Lattice pression members shall be provided with lacing having tie plates at each end and at intermediate points if the lacing is interrupted . Tie plates shall be as near the ends as ...
( a ) Compression Members . The open sides of com- Lattice pression members shall be provided with lacing having tie plates at each end and at intermediate points if the lacing is interrupted . Tie plates shall be as near the ends as ...
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Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIRequirements Based on Occupancy | 51 |
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Common terms and phrases
Allowable applied approved bars base beams bearing bending bolts Building Inspector carry cement cent Chapter chimneys clay coat Code column compression concrete conform connected construction covering Definition designed diameter direction distance doors Enclosure exceed exit extend exterior walls face feet Fire fire-resistive construction floor foot forms foundation four frame girders grade Group gypsum height horizontal inches iron joints joists lath least length less light load located masonry materials maximum metal occupancy one-half one-hour openings panel partitions permit piles pipe placed plaster plate portion pounds protected reinforced reinforced concrete resist rivets roof Separation shear side slab solid space span Special specified specified in Section stair stairways Standard steel story street strength stresses Strip structural studs surface Table tests thickness tile tion unit Ventilation vertical walls width wire wood Zone