Uniform Building Code |
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Page 264
... Allowable stresses for dry conditions of use shall be applicable when the moisture content in service is 16 percent ... stress for compression perpendicular to grain is as follows : L1 - C , 410 psi ; L2 - D , 450 psi . " Values shown are for ...
... Allowable stresses for dry conditions of use shall be applicable when the moisture content in service is 16 percent ... stress for compression perpendicular to grain is as follows : L1 - C , 410 psi ; L2 - D , 450 psi . " Values shown are for ...
Page 322
... stress and strain in flexure shall be used and the following assumption ... allowable working stresses . Stresses vary as the distance from the neutral ... allowable extreme compression fiber stress in the concrete of 0.45 f'c . The ...
... stress and strain in flexure shall be used and the following assumption ... allowable working stresses . Stresses vary as the distance from the neutral ... allowable extreme compression fiber stress in the concrete of 0.45 f'c . The ...
Page 460
... allowable stress for cross section 1.0 inch or more from weld . allowable stress on cross section if entire area were to lie within 1.0 inch of a weld . = FW A w = A = area of cross section lying within 1.0 inch of a weld . net area of ...
... allowable stress for cross section 1.0 inch or more from weld . allowable stress on cross section if entire area were to lie within 1.0 inch of a weld . = FW A w = A = area of cross section lying within 1.0 inch of a weld . net area of ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength