Building Standards: Uniform Building Code1985 - Building laws |
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Page 154
... considered to act independently and the effective thickness of each wythe is defined in Section 2407 ( b ) 3 A. If one wythe is axially loaded , the effective thickness of the cavity wall is taken as the square root of the sum of the ...
... considered to act independently and the effective thickness of each wythe is defined in Section 2407 ( b ) 3 A. If one wythe is axially loaded , the effective thickness of the cavity wall is taken as the square root of the sum of the ...
Page 348
... considered both in determining moments and in design of members . ( h ) Span Length . Span length of members not built integrally with supports shall be considered the clear span plus depth of member but need not exceed distance between ...
... considered both in determining moments and in design of members . ( h ) Span Length . Span length of members not built integrally with supports shall be considered the clear span plus depth of member but need not exceed distance between ...
Page 349
... considered to be applied only to the floor or roof under consideration , and far ends of columns built integrally with the structure may be considered fixed . Arrangement of live load may be limited to combinations of : 1. Factored dead ...
... considered to be applied only to the floor or roof under consideration , and far ends of columns built integrally with the structure may be considered fixed . Arrangement of live load may be limited to combinations of : 1. Factored dead ...
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