Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 93
Page 188
... allowable unit stress for extreme fiber in bending . = allowable unit stress for extreme fiber in bending , adjusted for slenderness . = actual unit stress for extreme fiber in bending . Fallowable unit stress in compression parallel to ...
... allowable unit stress for extreme fiber in bending . = allowable unit stress for extreme fiber in bending , adjusted for slenderness . = actual unit stress for extreme fiber in bending . Fallowable unit stress in compression parallel to ...
Page 264
... Allowable stresses for dry conditions of use shall be applicable when the moisture content in service is 16 percent ... allowable stress for compression perpendicular to grain is as follows : L1 - C , 410 psi ; L2 - D , 450 psi ...
... Allowable stresses for dry conditions of use shall be applicable when the moisture content in service is 16 percent ... allowable stress for compression perpendicular to grain is as follows : L1 - C , 410 psi ; L2 - D , 450 psi ...
Page 322
... allowable extreme compression fiber stress in the concrete of 0.45 ƒ'c · The allowable tensile stress in the reinforcement shall be not greater than 20,000 psi for Grade 40 or Grade 50 steel and 24,000 psi for Grade 60 steel or for ...
... allowable extreme compression fiber stress in the concrete of 0.45 ƒ'c · The allowable tensile stress in the reinforcement shall be not greater than 20,000 psi for Grade 40 or Grade 50 steel and 24,000 psi for Grade 60 steel or for ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
78 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists 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 Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength