Uniform Building Code, Volume 1International Conference of Building Officials, 1964 - Building laws |
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Page 172
... Compression on Inclined Surfaces . The unit stress ( compression ) normal to a plane inclined to the fiber of a wood member shall not exceed that determined from the formula : N = c q c sin❜0 + q cos20 Sec . 2505. ( a ) General ...
... Compression on Inclined Surfaces . The unit stress ( compression ) normal to a plane inclined to the fiber of a wood member shall not exceed that determined from the formula : N = c q c sin❜0 + q cos20 Sec . 2505. ( a ) General ...
Page 249
... compression on extreme fibers of unsymmet- rical members , except channels , supported as specified in this Section in the region of compression stress Fb = 0.60Fy Tension and compression on extreme fibers of box - type members whose ...
... compression on extreme fibers of unsymmet- rical members , except channels , supported as specified in this Section in the region of compression stress Fb = 0.60Fy Tension and compression on extreme fibers of box - type members whose ...
Page 254
... compression members shall be taken as unity . EXCEPTION : A “ K ” value of less than one may be used where substantiating data justifies such a reduction . ( c ) Sidesway Not Prevented . The effective length of " K " compression members ...
... compression members shall be taken as unity . EXCEPTION : A “ K ” value of less than one may be used where substantiating data justifies such a reduction . ( c ) Sidesway Not Prevented . The effective length of " K " compression members ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 34 |
Copyright | |
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Common terms and phrases
allowable unit stresses appliances approved bars beam bending bolts Building Official building or structure ceiling cent chimney clearance Code column combustible compression compression members connectors Continued dead load designed diameter doors Douglas Fir dry standpipes ducts enclosures exceed exit exterior walls fiber fire assembly Fire Zone fire-resistive construction fire-resistive rating firestopped flange foot frame furnaces gauge girders grade Group grout gypsum height horizontal incombustible installed joints joists Laminations lath less live load located lumber masonry materials maximum metal minimum Modulus of Elasticity mortar nails occupant load one-hour fire-resistive openings partitions permitted plaster plate plywood portland cement pounds per square protected reinforced concrete resist roof shear sheathing slab space span specified in Section square feet square inch stairway standpipes steel studs surface Table thickness tion twelve inches 12 TYPES OF CONSTRUCTION U.B.C. Standard vent Ventilation vertical welds width wire wood Wood shingles