Uniform Building Code, Volume 1Pacific Coast Building Officials Conference, 1952 - Building laws |
From inside the book
Results 1-3 of 48
Page 85
... pounds per square foot , no reduction shall be made except design live loads on columns may be reduced 20 per cent . ( Cont'd . ) Pressure Sec . 2807. ( a ) General . Buildings and structures and every Wind portion thereof shall be ...
... pounds per square foot , no reduction shall be made except design live loads on columns may be reduced 20 per cent . ( Cont'd . ) Pressure Sec . 2807. ( a ) General . Buildings and structures and every Wind portion thereof shall be ...
Page 145
... of the bar , plus a Bond and standard hook . This short radius bend extension and hook Anchorage shall together not be counted upon to develop a tensile unit ( Cont'd . ) stress in the bar of more than 10,000 pounds per square inch . IV ...
... of the bar , plus a Bond and standard hook . This short radius bend extension and hook Anchorage shall together not be counted upon to develop a tensile unit ( Cont'd . ) stress in the bar of more than 10,000 pounds per square inch . IV ...
Page 147
... pounds per square inch for inter- mediate grade steel and 20,000 pounds per square inch for rail or hard grade steel . * p = ratio of the effective cross - sectional area of ver- tical reinforcement to the gross area , A ,. 2. Vertical ...
... pounds per square inch for inter- mediate grade steel and 20,000 pounds per square inch for rail or hard grade steel . * p = ratio of the effective cross - sectional area of ver- tical reinforcement to the gross area , A ,. 2. Vertical ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 33 |
Copyright | |
44 other sections not shown
Other editions - View all
Common terms and phrases
appliance approved asbestos bars beams bolt brick Building Official building or structure ceiling cement cent Chimneys clearance Code column combustible compression compression members compressive strength conform Cont'd designed diameter Douglas fir dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone flammable liquids floor flue or vent foot four inches furnaces girders Grade grain Group grout gypsum heaters height horizontal incombustible materials installed interior joints joists lath least live load located lumber masonry metal minimum mortar occupant load one-half inch one-hour fire-resistive construction partitions permitted pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets roof shear six inches slab smoke pipe solid space specified in Chapter specified in Section square feet square inch Stairs stairway standpipes steel structural steel studs Subsection Table thickness twenty feet 20 TYPES OF CONSTRUCTION U.B.C. Standard ventilation width wire wood