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Page 154
... equal to the requirements set forth in U.B.C. Standard No. 24-8 , Grade LB when used for bearing walls or piers , or Grade LBX when exposed to the weather or soil ; or equal to the requirements set forth in U.B.C. Stan- dard No. 24-9 ...
... equal to the requirements set forth in U.B.C. Standard No. 24-8 , Grade LB when used for bearing walls or piers , or Grade LBX when exposed to the weather or soil ; or equal to the requirements set forth in U.B.C. Stan- dard No. 24-9 ...
Page 181
... equal to or less than t / 20 , the eccentricity coefficient C , shall be taken as 1.0 . e Where the maximum virtual eccentricity e exceeds t / 20 but is equal to or less than 1/6 , C , shall be computed by the following formula : 1.3 Се ...
... equal to or less than t / 20 , the eccentricity coefficient C , shall be taken as 1.0 . e Where the maximum virtual eccentricity e exceeds t / 20 but is equal to or less than 1/6 , C , shall be computed by the following formula : 1.3 Се ...
Page 422
... equal to the width of the cover plate when there is a continuous weld equal to or larger than three - fourths of the plate thickness across the end of the plate and continued welds along both edges of the cover plate in the length a ...
... equal to the width of the cover plate when there is a continuous weld equal to or larger than three - fourths of the plate thickness across the end of the plate and continued welds along both edges of the cover plate in the length a ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength