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Page 128
EXCEPTION : Alternate span loading need not be considered where the uniform
roof live load is 20 pounds per square foot or more and the provisions of Section
2305 ( d ) are met . Where snow loading is not required in the design , roof live ...
EXCEPTION : Alternate span loading need not be considered where the uniform
roof live load is 20 pounds per square foot or more and the provisions of Section
2305 ( d ) are met . Where snow loading is not required in the design , roof live ...
Page 132
For the purpose of determining stresses all vertical design loads except the roof
live load and crane loads shall be considered as acting simultaneously with the
wind pressure . EXCEPTION : Where snow loading is required in the design of ...
For the purpose of determining stresses all vertical design loads except the roof
live load and crane loads shall be considered as acting simultaneously with the
wind pressure . EXCEPTION : Where snow loading is required in the design of ...
Page 362
Standard hooks shall be considered to develop a tensile stress in bar
reinforcement fn = & v fc where & is not greater than the values in Table No . 26 -
E . The value of } may be increased 30 percent where enclosure is provided
perpendicular ...
Standard hooks shall be considered to develop a tensile stress in bar
reinforcement fn = & v fc where & is not greater than the values in Table No . 26 -
E . The value of } may be increased 30 percent where enclosure is provided
perpendicular ...
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Contents
Effective Use of the Uniform Building Code 2021 | 20 |
Permits and Inspections | 29 |
Definitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance allowable applied approved assembly bars beam bearing bending bolts Building Official ceiling cement Chapter Code column compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined diameter direction distance Division doors edge effective equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces frame gauge grade Grain greater Group gypsum height horizontal hour inches installed joints lateral lath least length less limited load located lumber masonry materials maximum metal nails Occupancies openings panel parallel percent permitted placed plaster plate portion pounds protected ratio reinforcement resist roof Section Select separation shear side slab solid spaced span specified square steel story strength stress Structural studs surface Table tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood Zone