Building Standards: Uniform Building Code1985 - Building laws |
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Page 330
... strength test records for calculation of standard deviation meeting requirements of Section 2604 ( d ) A or B , required average strength f ' , shall be determined from Table No. 26 - A - 2 and documentation of average strength shall be ...
... strength test records for calculation of standard deviation meeting requirements of Section 2604 ( d ) A or B , required average strength f ' , shall be determined from Table No. 26 - A - 2 and documentation of average strength shall be ...
Page 332
... strength and minimum concrete cover require- ments of Section 2607 ( h ) shall be satisfied . ( g ) Average Strength Reduction . As data become available during construc- tion , amount by which value of f'er must exceed specified value ...
... strength and minimum concrete cover require- ments of Section 2607 ( h ) shall be satisfied . ( g ) Average Strength Reduction . As data become available during construc- tion , amount by which value of f'er must exceed specified value ...
Page 432
... strength and toughness equal to or exceeding those provided by a comparable monolithic reinforced concrete struc ... Strength - reduction factors . Strength - reduction factors shall be as given in Section 2609 ( d ) , except for the ...
... strength and toughness equal to or exceeding those provided by a comparable monolithic reinforced concrete struc ... Strength - reduction factors . Strength - reduction factors shall be as given in Section 2609 ( d ) , except for the ...
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