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 |
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