Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 146
... exceed 450 15 3330 50 Modulus of Elasticity3 Modulus of Rigidity3 Bearing on full area4 Bearing on 3 or less of area1 1000 f'm but not to exceed 3,000,000 400 f'm but not to exceed 1,200,000 .25 f'm but not to exceed 900 500 f'm but not ...
... exceed 450 15 3330 50 Modulus of Elasticity3 Modulus of Rigidity3 Bearing on full area4 Bearing on 3 or less of area1 1000 f'm but not to exceed 3,000,000 400 f'm but not to exceed 1,200,000 .25 f'm but not to exceed 900 500 f'm but not ...
Page 264
... exceed the value given in the fifth paragraph of this Subsection . The shear stress permitted on an unreinforced web shall not exceed that given by : = vc V fe + 1300 PrVd M . ( 12-2 ) but not to exceed 1.75V fe ' . The shear stresses ...
... exceed the value given in the fifth paragraph of this Subsection . The shear stress permitted on an unreinforced web shall not exceed that given by : = vc V fe + 1300 PrVd M . ( 12-2 ) but not to exceed 1.75V fe ' . The shear stresses ...
Page 278
... exceed 0.75 of the ratio , " p " , which produces balanced conditions at ultimate strength given by : 0.85 ki fe ... exceed that given by Formula ( 16-1 ) , except when a general analysis is made on the basis of the assumptions given in ...
... exceed 0.75 of the ratio , " p " , which produces balanced conditions at ultimate strength given by : 0.85 ki fe ... exceed that given by Formula ( 16-1 ) , except when a general analysis is made on the basis of the assumptions given in ...
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