Uniform Building Code, Volume 1Pacific Coast Building Officials Conference, 1952 - Building laws |
From inside the book
Results 1-3 of 87
Page 102
... Table No. 25 - A for stress - grade lumber and Table No. 25 - J for structural glued laminated lumber . When the duration of the full maximum load does not ex- ceed the following periods , the allowable unit stresses set forth in Table ...
... Table No. 25 - A for stress - grade lumber and Table No. 25 - J for structural glued laminated lumber . When the duration of the full maximum load does not ex- ceed the following periods , the allowable unit stresses set forth in Table ...
Page 109
... Table No. 25 - A and Sec- tion 2505 ) . M = total bending moment in inch pounds resulting from load causing flexure . S section modulus ( in inches cubed ) for net cross sec- tion . f1 = allowable unit fiber stress in bending permitted ...
... Table No. 25 - A and Sec- tion 2505 ) . M = total bending moment in inch pounds resulting from load causing flexure . S section modulus ( in inches cubed ) for net cross sec- tion . f1 = allowable unit fiber stress in bending permitted ...
Page 307
... table . Sufficient openings of one square inch ( 1 sq . in . ) to 1000 B.t.u. shall be provided in upper section of body of steam table to permit escape of products of combustion , wherever steam table is fully enclosed , such as where ...
... table . Sufficient openings of one square inch ( 1 sq . in . ) to 1000 B.t.u. shall be provided in upper section of body of steam table to permit escape of products of combustion , wherever steam table is fully enclosed , such as where ...
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