Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 118
... forces as provided in this Section . Stresses shall be calculated as the effect of a force applied horizontally at each floor or roof level above the foundation . The force shall be assumed to come from any horizontal direction . The ...
... forces as provided in this Section . Stresses shall be calculated as the effect of a force applied horizontally at each floor or roof level above the foundation . The force shall be assumed to come from any horizontal direction . The ...
Page 122
... forces and which frame is not enclosed by or adjoined by more rigid elements which would tend to prevent the frame from resisting lateral forces : T = 0.10N ( 14-3A ) The total lateral force " V " shall be distributed in the height of ...
... forces and which frame is not enclosed by or adjoined by more rigid elements which would tend to prevent the frame from resisting lateral forces : T = 0.10N ( 14-3A ) The total lateral force " V " shall be distributed in the height of ...
Page 126
... forces unless sepa- rated structurally by a distance sufficient to avoid contact under deflection from seismic action or wind forces . 2. Minor alterations . Minor structural alterations may be made in existing buildings and other ...
... forces unless sepa- rated structurally by a distance sufficient to avoid contact under deflection from seismic action or wind forces . 2. Minor alterations . Minor structural alterations may be made in existing buildings and other ...
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