Uniform Building Code, Volume 1Pacific Coast Building Officials Conference, 1952 - Building laws |
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Page 85
... designed and constructed to resist the wind pressure specified in this Section . All bracing systems both horizontal and vertical shall be designed and constructed to transfer the wind loads to the foundations . ( b ) Wind Pressure ...
... designed and constructed to resist the wind pressure specified in this Section . All bracing systems both horizontal and vertical shall be designed and constructed to transfer the wind loads to the foundations . ( b ) Wind Pressure ...
Page 168
... Designed Sections . Unless otherwise specified , tension members shall be designed on the basis of net section . Columns shall be designed on the basis of gross section . Beams and girders shall be designed as specified in Section 2704 ...
... Designed Sections . Unless otherwise specified , tension members shall be designed on the basis of net section . Columns shall be designed on the basis of gross section . Beams and girders shall be designed as specified in Section 2704 ...
Page 280
... designed for the resulting rotational forces about the vertical axis . Junctures between distinct parts of buildings , such as wings which extend more than twenty feet ( 20 ' ) from the main portion of the building , shall be designed ...
... designed for the resulting rotational forces about the vertical axis . Junctures between distinct parts of buildings , such as wings which extend more than twenty feet ( 20 ' ) from the main portion of the building , shall be designed ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 33 |
Copyright | |
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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