Building Standards: Uniform Building Code1985 - Building laws |
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Page 161
... axial loads shall satisfy the requirements of Section 2406 ( e ) where fa is given by Formula ( 9-1 ) . Walls subjected to bending with or without axial loads shall meet all applicable requirements for flexural design . The design of ...
... axial loads shall satisfy the requirements of Section 2406 ( e ) where fa is given by Formula ( 9-1 ) . Walls subjected to bending with or without axial loads shall meet all applicable requirements for flexural design . The design of ...
Page 353
... axial load .0.90 2. Axial load and axial load with flexure . ( For axial load with flexure , both axial load and moment nominal strength shall be multiplied by appropriate single value of p . ) Axial tension and axial tension with flexure .
... axial load .0.90 2. Axial load and axial load with flexure . ( For axial load with flexure , both axial load and moment nominal strength shall be multiplied by appropriate single value of p . ) Axial tension and axial tension with flexure .
Page 358
... axial load strength at balanced strain conditions . See Section 2610 ( d ) 2 . P = critical load . See Formula ( 10-7 ) . c P1 = nominal axial load strength at given eccentricity . P n 0 = = nominal axial load strength at zero ...
... axial load strength at balanced strain conditions . See Section 2610 ( d ) 2 . P = critical load . See Formula ( 10-7 ) . c P1 = nominal axial load strength at given eccentricity . P n 0 = = nominal axial load strength at zero ...
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