Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 110
For purposes of design the wind pressure upon all vertical plane surfaces of all buildings and structures shall be taken at not less than 15 pounds per square foot for those portions of the building less than sixty feet ( 60 ' ) above ...
For purposes of design the wind pressure upon all vertical plane surfaces of all buildings and structures shall be taken at not less than 15 pounds per square foot for those portions of the building less than sixty feet ( 60 ' ) above ...
Page 111
For combined stresses due to wind and other loads the allowable unit stresses may be increased 3313 per cent in excess of the values given in Chapters 24 , 25 , 26 , and 27. For members carrying wind stresses only the allowable unit ...
For combined stresses due to wind and other loads the allowable unit stresses may be increased 3313 per cent in excess of the values given in Chapters 24 , 25 , 26 , and 27. For members carrying wind stresses only the allowable unit ...
Page 321
1813 , 1913 , 2013 , 2113 , 2213 WIND PRESSURE Design requirements and stresses 2307 Steel stresses may be increased for . 2702 WIRE For proscenium curtain reinforcing 4102 For stucco reinforcing 4710 For tying roofing materials 4305 ...
1813 , 1913 , 2013 , 2113 , 2213 WIND PRESSURE Design requirements and stresses 2307 Steel stresses may be increased for . 2702 WIRE For proscenium curtain reinforcing 4102 For stucco reinforcing 4710 For tying roofing materials 4305 ...
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Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIRequirements Based on Occupancy | 51 |
1 other sections not shown
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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