Uniform Building Code |
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Page 129
... Deflection Sec . 2307. The deflection of any structural member shall not exceed the values set forth in Table No. 23 - D , based upon the factors set forth in Table No. 23 - E . The deflection criteria representing the most restrictive ...
... Deflection Sec . 2307. The deflection of any structural member shall not exceed the values set forth in Table No. 23 - D , based upon the factors set forth in Table No. 23 - E . The deflection criteria representing the most restrictive ...
Page 334
... 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 ...
... 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 ...
Page 393
... deflection a of a beam , floor , or roof ex- ceeds 1,2 / 20,000 h , the deflection recovery within 24 hours after the removal of the test load shall be at least 75 percent of the maximum deflection for nonprestressed concrete , or 80 ...
... deflection a of a beam , floor , or roof ex- ceeds 1,2 / 20,000 h , the deflection recovery within 24 hours after the removal of the test load shall be at least 75 percent of the maximum deflection for nonprestressed concrete , or 80 ...
Contents
Effective Use of the Uniform Building Code | 20 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
20 feet ALLOWABLE UNIT STRESSES approved bars Building Official building or structure ceiling Code columns compression compression member compressive strength concrete conform dead load deflection diameter diaphragms Division 1 Occupancies dry or surfaced enclosure exceed Exits exterior walls EXTREME FIBER fire assembly Fire Zone Firestopping flammable liquids flexural floor area footnotes grade Group grout gypsum height joints joists lateral forces least live load location on property lumber masonry materials maximum minimum MODULUS OF ELASTICITY mortar nails nonbearing noncombustible Occupancy Separation occupant load panel Parallel to Grain partitions percent permitted plywood portion pounds per square prestressing reinforcement resisting roof rooms Selected Decking shear stress shear walls sheathing sion slab space frame span specified in Chapter specified in Section square feet square inch steel story strength studs Table tensile stress tension tests timber tion types of construction U.B.C. Standard values ventilation vertical water closet width wood