Uniform Building Code, Volume 1International Conference of Building Officials, 1964 - Building laws |
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Page 254
... Members or connections which are subjected to a variation or reversal of ... compression member except as pro- vided by Formula ( 3 ) the length " 7 ... compression members shall be taken as unity . EXCEPTION : A “ K ” value of less than ...
... Members or connections which are subjected to a variation or reversal of ... compression member except as pro- vided by Formula ( 3 ) the length " 7 ... compression members shall be taken as unity . EXCEPTION : A “ K ” value of less than ...
Page 266
... 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 271
... members shall be adequate to provide for the transfer of calculated stress . The spacing of connectors for outside plates of built - up compression members shall not exceed the values determined by the following for- mulas : When rivets ...
... members shall be adequate to provide for the transfer of calculated stress . The spacing of connectors for outside plates of built - up compression members shall not exceed the values determined by the following for- mulas : When rivets ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 34 |
Copyright | |
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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