Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 83
Floors in office buildings and in other buildings , where partition locations are
subject to change , shall be designed to support in addition to all other loads , a
uniformly distributed load equal in pounds per square foot to one - twelfth of the ...
Floors in office buildings and in other buildings , where partition locations are
subject to change , shall be designed to support in addition to all other loads , a
uniformly distributed load equal in pounds per square foot to one - twelfth of the ...
Page 84
125 Ceilings Railings All ceiling joists shall be designed for not less than 10
pounds per square foot total load . All balcony railings shall be designed to
withstand a horizontal force of 20 pounds per lineal foot , applied at the top of the
railing .
125 Ceilings Railings All ceiling joists shall be designed for not less than 10
pounds per square foot total load . All balcony railings shall be designed to
withstand a horizontal force of 20 pounds per lineal foot , applied at the top of the
railing .
Page 137
26 - C ; w ' is total load per square foot ; and s is short span in feet . The span
shall be considered as the center - to - center distance between supports or the
clear span plus twice the thickness of slab , whichever value is the smaller .
26 - C ; w ' is total load per square foot ; and s is short span in feet . The span
shall be considered as the center - to - center distance between supports or the
clear span plus twice the thickness of slab , whichever value is the smaller .
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Contents
Page | 11 |
FireProtection of Structural Members 2210 Floor Construction | 12 |
Special Hazards | 13 |
Copyright | |
21 other sections not shown
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Common terms and phrases
adjacent allowable applied approved bars beams bearing bending bolts Building Official building or structure carry ceiling cement cent Chapter Class coat Code column compression concrete conform connections construction covering Definition designed diameter direction distance doors edge enclosures exceed exit extend exterior walls face feet fire fire-resistive construction floor foot foundation four frame grade Group gypsum height horizontal inches installed interior joints joists lath least length less load located masonry materials metal occupancy one-half openings panel partitions permit piles pipe placed plaster plate portion pounds protected reinforcement resistance rivets roof Separation shear side slab solid space span Special specified specified in Section square inch Standard steel story strength stress strip structural surface Table tests thickness tion Type unit values vent Ventilation vertical walls width wire wood
Bibliographic information
| Title | Uniform Building Code |
| Authors | International Conference of Building Officials, Pacific Coast Building Officials Conference |
| Publisher | Pacific Coast Building Officials Conference, 1946 |
| Original from | the University of Michigan |
| Digitized | 22 Jun 2007 |
| Export Citation | BiBTeX EndNote RefMan |