Uniform Building Code |
From inside the book
Results 1-3 of 87
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 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
88 other sections not shown
Other editions - View all
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