Uniform Building Code |
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Page 187
... factor . Сс = curvature factor . CF Cf = size effect factor . = form factor . C1 = slenderness factor . c = distance from neutral axis to extreme fiber . D = diameter . d = depth of rectangular member , or least dimension 187 1979 ...
... factor . Сс = curvature factor . CF Cf = size effect factor . = form factor . C1 = slenderness factor . c = distance from neutral axis to extreme fiber . D = diameter . d = depth of rectangular member , or least dimension 187 1979 ...
Page 201
... factor for beams . When the depth of a rectangular beam is 12 inches or greater , the allowable unit stress in bending F , shall be multiplied by the size factor as determined by the formula : CF = ( 12 / d ) WHERE : CF = = size factor ...
... factor for beams . When the depth of a rectangular beam is 12 inches or greater , the allowable unit stress in bending F , shall be multiplied by the size factor as determined by the formula : CF = ( 12 / d ) WHERE : CF = = size factor ...
Page 202
... factor determined as follows : Beam Section Circular Square ( with diagonal vertical ) Lumber I and Box Beams Form Factor ( Cf ) .1.180 .1.414 d2 + 143 0.81 + ď2 + 88 -1 ) C WHERE : C = form factor . Cg = support factor = p2 ( 68p + 3p2 ) ...
... factor determined as follows : Beam Section Circular Square ( with diagonal vertical ) Lumber I and Box Beams Form Factor ( Cf ) .1.180 .1.414 d2 + 143 0.81 + ď2 + 88 -1 ) C WHERE : C = form factor . Cg = support factor = p2 ( 68p + 3p2 ) ...
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