Uniform Building Code |
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Page 126
... LOAD is the vertical load due to the weight of all permanent structural and nonstructural components of a building ... dead load . LOAD DURATION is the period of continuous application of a given load , or the aggregate of periods of ...
... LOAD is the vertical load due to the weight of all permanent structural and nonstructural components of a building ... dead load . LOAD DURATION is the period of continuous application of a given load , or the aggregate of periods of ...
Page 128
... dead loads on all spans in combination with full live loads on adjacent spans and on alternate spans . EXCEPTION : Alternate span loading need not be considered where the uniform roof live load is 20 pounds per square foot or more and ...
... dead loads on all spans in combination with full live loads on adjacent spans and on alternate spans . EXCEPTION : Alternate span loading need not be considered where the uniform roof live load is 20 pounds per square foot or more and ...
Page 130
... Dead load plus actual weight of the helicopter . 2. Dead load plus a single concentrated impact load covering 1 square foot of 0.75 times the fully loaded weight of the helicopter if it is equipped with hydraulic type shock absorbers ...
... Dead load plus actual weight of the helicopter . 2. Dead load plus a single concentrated impact load covering 1 square foot of 0.75 times the fully loaded weight of the helicopter if it is equipped with hydraulic type shock absorbers ...
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