Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 118
... resist all loads to which they are subjected but not less than a force of 10 pounds per square foot applied perpen- dicular to the walls . The deflection of such walls under a load of five pounds per square foot shall not exceed 1/240 ...
... resist all loads to which they are subjected but not less than a force of 10 pounds per square foot applied perpen- dicular to the walls . The deflection of such walls under a load of five pounds per square foot shall not exceed 1/240 ...
Page 121
... resisting portions of the space frame shall resist the total required lateral forces ( 3 ) The ductile moment resisting space frame shall have the capacity to resist not less than 25 per cent of the required lateral force Buildings with ...
... resisting portions of the space frame shall resist the total required lateral forces ( 3 ) The ductile moment resisting space frame shall have the capacity to resist not less than 25 per cent of the required lateral force Buildings with ...
Page 208
... resist horizontal forces in horizontal and ver- tical distributing or resisting elements , provided the deflection in the plane of the diaphragm , as determined by calculations , tests , or analogies drawn therefrom , does not exceed ...
... resist horizontal forces in horizontal and ver- tical distributing or resisting elements , provided the deflection in the plane of the diaphragm , as determined by calculations , tests , or analogies drawn therefrom , does not exceed ...
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