Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 264
... stresses for bending members are based on a depth of members of 12 inches or less . For members greater than 12 inches in depth , the size effect factor is applicable . ' Allowable stresses for dry conditions of use shall be applicable ...
... stresses for bending members are based on a depth of members of 12 inches or less . For members greater than 12 inches in depth , the size effect factor is applicable . ' Allowable stresses for dry conditions of use shall be applicable ...
Page 268
... STRESSES WITH FACTORS OF PART A TOGETHER WITH LIMITATIONS REQUIRED TO PERMIT THE USE OF SUCH STRESSES ' RATIO OF SIZE OF MAXIMUM PERMITTED MODULUS OF ELASTICITY ( E ) COMPRESSION PARALLEL TO GRAIN Stress Steepest Stress Steepest Stress ...
... STRESSES WITH FACTORS OF PART A TOGETHER WITH LIMITATIONS REQUIRED TO PERMIT THE USE OF SUCH STRESSES ' RATIO OF SIZE OF MAXIMUM PERMITTED MODULUS OF ELASTICITY ( E ) COMPRESSION PARALLEL TO GRAIN Stress Steepest Stress Steepest Stress ...
Page 322
... stress - strain relation for concrete is a straight line under service loads within the allowable working stresses . Stresses vary as the distance from the neutral axis except for deep beams [ Section 2610 ( h ) . ] C. The steel takes ...
... stress - strain relation for concrete is a straight line under service loads within the allowable working stresses . Stresses vary as the distance from the neutral axis except for deep beams [ Section 2610 ( h ) . ] C. The steel takes ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength