Building Standards: Uniform Building Code1985 - Building laws |
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Page 388
... length lah in inches for deformed bars in tension terminating in a standard hook shall be computed as the product of the basic development length lnb of Section 2612 ( f ) 2 and the applicable modification factor or factors of Section ...
... length lah in inches for deformed bars in tension terminating in a standard hook shall be computed as the product of the basic development length lnb of Section 2612 ( f ) 2 and the applicable modification factor or factors of Section ...
Page 393
... length of lap for compression lap splices shall be the development length in compression computed in accordance with Section 2612 ( d ) but not less than 0.0005 fyd , nor ( 0.0009f , - 24 ) d for f , greater than 60,000 psi , nor 12 ...
... length of lap for compression lap splices shall be the development length in compression computed in accordance with Section 2612 ( d ) but not less than 0.0005 fyd , nor ( 0.0009f , - 24 ) d for f , greater than 60,000 psi , nor 12 ...
Page 439
... length for reinforcement in tension . A. The development length , lah , for a bar with a standard 90 - degree hook in normal - weight aggregate concrete shall be not less than 8d , 6 inches , and the length required by Formula ( 25-5 ) ...
... length for reinforcement in tension . A. The development length , lah , for a bar with a standard 90 - degree hook in normal - weight aggregate concrete shall be not less than 8d , 6 inches , and the length required by Formula ( 25-5 ) ...
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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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