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Page 128
... considered where the uniform roof live load is 20 pounds per square foot or more and the provi- sions of Section 2305 ( d ) are met . Where snow loading is not required in the design , roof live loads need not be considered to act ...
... considered where the uniform roof live load is 20 pounds per square foot or more and the provi- sions of Section 2305 ( d ) are met . Where snow loading is not required in the design , roof live loads need not be considered to act ...
Page 132
... considered as acting simultaneously with the wind pressure . EXCEPTION : Where snow loading is required in the design of roofs , at least 50 percent of such snow load shall be considered acting in combination with the wind load . The ...
... considered as acting simultaneously with the wind pressure . EXCEPTION : Where snow loading is required in the design of roofs , at least 50 percent of such snow load shall be considered acting in combination with the wind load . The ...
Page 362
... considered to develop a tensile stress in bar reinforcement ƒn = VF where & is not greater than may be increased 30 percent the values in Table No. 26 - E . The value of where enclosure is provided perpendicular to the plane of the hook ...
... considered to develop a tensile stress in bar reinforcement ƒn = VF where & is not greater than may be increased 30 percent the values in Table No. 26 - E . The value of where enclosure is provided perpendicular to the plane of the hook ...
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