Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 351
... bolts subject to com- bined shear and tension shall be so proportioned that the ten- sion stress produced by the force shall not exceed the following : For A141 rivets For A195 and A406 rivets .... Ft For A307 bolts For A325 bolts in ...
... bolts subject to com- bined shear and tension shall be so proportioned that the ten- sion stress produced by the force shall not exceed the following : For A141 rivets For A195 and A406 rivets .... Ft For A307 bolts For A325 bolts in ...
Page 364
... Bolts in Combination with Welds . Welds , used in combination with rivets and bolts , shall be considered as carrying the entire load on the connection . EXCEPTION : Rivets and tightened high strength bolts ( friction - type ) may share ...
... Bolts in Combination with Welds . Welds , used in combination with rivets and bolts , shall be considered as carrying the entire load on the connection . EXCEPTION : Rivets and tightened high strength bolts ( friction - type ) may share ...
Page 365
... Bolts bolts shall conform to the provisions of U.B.C. Standard No. 27-7-67 . ( b ) Effective Bearing Area . The effective bearing area of rivets and bolts shall be the diameter multiplied by the length in bearing , except that for ...
... Bolts bolts shall conform to the provisions of U.B.C. Standard No. 27-7-67 . ( b ) Effective Bearing Area . The effective bearing area of rivets and bolts shall be the diameter multiplied by the length in bearing , except that for ...
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