Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 352
... 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 “ KI ” compression ...
... 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 “ KI ” compression ...
Page 363
... Compression Members in Trusses . The connections at ends of tension or compression members in trusses shall develop the strength required by the stress , but not less than 50 per cent of the effective strength of the member . Groove ...
... Compression Members in Trusses . The connections at ends of tension or compression members in trusses shall develop the strength required by the stress , but not less than 50 per cent of the effective strength of the member . Groove ...
Page 368
International Conference of Building Officials. Built - up Members ( Continued ) a flexural member , they shall be ... Compression Members . All parts of built - up compres- sion members and the transverse spacing of their lines of ...
International Conference of Building Officials. Built - up Members ( Continued ) a flexural member , they shall be ... Compression Members . All parts of built - up compres- sion members and the transverse spacing of their lines of ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength