Building Standards: Uniform Building Code1985 - Building laws |
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Page 180
... values for wood pressure impregnated with an approved process and preservative need no adjustment for treatment but are subject to other adjustments . 3. Fire - retardant treatment . The values shall be reduced 10 percent for lumber ...
... values for wood pressure impregnated with an approved process and preservative need no adjustment for treatment but are subject to other adjustments . 3. Fire - retardant treatment . The values shall be reduced 10 percent for lumber ...
Page 274
... values are for dry conditions of use . To obtain wet - use design values , multiply the tabulated values by the factors shown at the end of the table . 3The tabulated design values are for normal duration of loading . For other ...
... values are for dry conditions of use . To obtain wet - use design values , multiply the tabulated values by the factors shown at the end of the table . 3The tabulated design values are for normal duration of loading . For other ...
Page 283
... values shown , or when a less restrictive slope of grain provides the same design value , a less restrictive slope of grain may be used . The following table gives the design values of these combinations for various slopes of grain : Values ...
... values shown , or when a less restrictive slope of grain provides the same design value , a less restrictive slope of grain may be used . The following table gives the design values of these combinations for various slopes of grain : Values ...
Contents
Administrative CHAPTER 1 Title Scope and General SEC 101 Title 102 Purpose 103 Scope 104 Application to Existing Buildings and Structures | 1 |
Alternate Materials and Methods of Construction 106 Modifications 107 Tests | 3 |
Organization and Enforcement 201 Creation of Enforcement Agency SEC 202 Powers and Duties of Building Official | 4 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load diameter diaphragms Division 1 Occupancies dwelling units exceed exit exterior walls extreme fiber factor Fire Code floor area framing grade Group H grout height horizontal shear inspection installed joints joists laminations length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard Pedestrian walkways percent permitted perpendicular plywood portion pounds per square prestressing psi psi psi ratio resist roof rooms Select Decking Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud surface Table tensile stress tension thickness timber U.B.C. Standard ventilation vertical water closet welds width wood yield strength