Uniform Building Code |
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Page 202
... deflection of a blocked plywood diaphragm . Permissible deflection shall be that deflection up to which the dia- phragm and any attached distributing or resisting element will maintain its structural integrity under assumed load ...
... deflection of a blocked plywood diaphragm . Permissible deflection shall be that deflection up to which the dia- phragm and any attached distributing or resisting element will maintain its structural integrity under assumed load ...
Page 326
... deflection indicates that lesser thickness may be used without adverse effects . Where deflections are to be ... deflection for both normal weight and 326 2609 UNIFORM BUILDING CODE.
... deflection indicates that lesser thickness may be used without adverse effects . Where deflections are to be ... deflection for both normal weight and 326 2609 UNIFORM BUILDING CODE.
Page 328
... deflection will not exceed the limits in Section 2307. Deflections shall be computed taking into account the size and shape of the panel , the conditions of support and the nature of restraints at the panel edges . For such computations ...
... deflection will not exceed the limits in Section 2307. Deflections shall be computed taking into account the size and shape of the panel , the conditions of support and the nature of restraints at the panel edges . For such computations ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength