Uniform Building Code, Volume 1International Conference of Building Officials, 1964 - Building laws |
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Page 251
... welds stressed in tension , compression , bending , shear and bearing and to partial penetration groove welds stressed in compression , in bearing or in tension parallel to the axis of the weld . See U.B.C. Standard No. 27-6-64 for ...
... welds stressed in tension , compression , bending , shear and bearing and to partial penetration groove welds stressed in compression , in bearing or in tension parallel to the axis of the weld . See U.B.C. Standard No. 27-6-64 for ...
Page 266
... welds at the ends of tension or com- pression members in trusses shall be complete penetration groove welds . ( h ) Compression Members with Bearing Joints . Where compression members bear on bearing plates , and where tier- building ...
... welds at the ends of tension or com- pression members in trusses shall be complete penetration groove welds . ( h ) Compression Members with Bearing Joints . Where compression members bear on bearing plates , and where tier- building ...
Page 269
... Welds . The minimum effective length of a strength fillet weld shall be not less than four times the nominal size , or else the size of the weld shall be considered not to exceed one - fourth of its effective length . If longitudinal fillet ...
... Welds . The minimum effective length of a strength fillet weld shall be not less than four times the nominal size , or else the size of the weld shall be considered not to exceed one - fourth of its effective length . If longitudinal fillet ...
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