Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 354
... plate's portion of the flexural stresses in the beam or girder at the distance " a " " from the end of the cover plate . The length " a ' , " measured from the end of the cover plate , shall be : 1. A distance equal to the width of the ...
... plate's portion of the flexural stresses in the beam or girder at the distance " a " " from the end of the cover plate . The length " a ' , " measured from the end of the cover plate , shall be : 1. A distance equal to the width of the ...
Page 357
... Plate Girders girder web , shall not exceed and Rolled Beams ( Continued ) fo 0.6Fy nor nor 0.825 0.375 Fy Formula ( 12 ) Fv ( h ) Splices . Butt welded splices in plate girders and beams shall be complete penetration groove welds and ...
... Plate Girders girder web , shall not exceed and Rolled Beams ( Continued ) fo 0.6Fy nor nor 0.825 0.375 Fy Formula ( 12 ) Fv ( h ) Splices . Butt welded splices in plate girders and beams shall be complete penetration groove welds and ...
Page 363
... plate and shall be welded to the part on which it is fitted with suffi- cient weld to transmit the splice plate stress , applied at the surface of the filler as an eccentric load . The welds joining the splice plate to the filler shall ...
... plate and shall be welded to the part on which it is fitted with suffi- cient weld to transmit the splice plate stress , applied at the surface of the filler as an eccentric load . The welds joining the splice plate to the filler shall ...
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