Uniform Building Code |
From inside the book
Results 1-3 of 79
Page 179
... ratio . The slenderness ratio of a load - bearing wall shall be taken as the ratio of its effective height h to the effective thickness t and shall not exceed the value computed by h ≤10 ( 3-2 ) . ( 19-1 ) NOTE : Value of e , / e , is ...
... ratio . The slenderness ratio of a load - bearing wall shall be taken as the ratio of its effective height h to the effective thickness t and shall not exceed the value computed by h ≤10 ( 3-2 ) . ( 19-1 ) NOTE : Value of e , / e , is ...
Page 308
... ratio or higher strength is required by Section 2604 ( c ) 2 E , F or G. D. If suitable data from trial batches cannot be obtained , permission may be granted to base concrete proportions on the water - cement ratio limits shown in ...
... ratio or higher strength is required by Section 2604 ( c ) 2 E , F or G. D. If suitable data from trial batches cannot be obtained , permission may be granted to base concrete proportions on the water - cement ratio limits shown in ...
Page 397
... ratio of nonprestressed compression reinforcement . ratio of nonprestressed compression reinforcement . center - to - center spacing of hoops , inches . applied shear force at section due to dead load . applied shear force at section ...
... ratio of nonprestressed compression reinforcement . ratio of nonprestressed compression reinforcement . center - to - center spacing of hoops , inches . applied shear force at section due to dead load . applied shear force at section ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
10 other sections not shown
Other editions - View all
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