Uniform Building Code |
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Page 270
... Allowable stresses for dry conditions of use shall be applicable when the ... STRESS INCREASES FOR TENSION PARALLEL TO GRAIN AND COMPRESSION PARALLEL TO ... ALLOWABLE STRESS SLOPE OF GRAIN ALLOWABLE STRESS INCREASE ( per cent ) SLOPE OF ...
... Allowable stresses for dry conditions of use shall be applicable when the ... STRESS INCREASES FOR TENSION PARALLEL TO GRAIN AND COMPRESSION PARALLEL TO ... ALLOWABLE STRESS SLOPE OF GRAIN ALLOWABLE STRESS INCREASE ( per cent ) SLOPE OF ...
Page 455
International Conference of Building Officials. Fa Fo F = = allowable compressive stress for member considered as an axially loaded column , k.s.i. allowable compressive stress for member considered as a beam , k.s.i. = bu bearing ...
International Conference of Building Officials. Fa Fo F = = allowable compressive stress for member considered as an axially loaded column , k.s.i. allowable compressive stress for member considered as a beam , k.s.i. = bu bearing ...
Page 457
... area lies within 1.0 inch of a weld . = allowable stress for cross section 1.0 inch or more from weld . Fw = allowable stress on cross section if entire area 457 1976 EDITION 2801-2802 Allowable Stresses for Members and Fasteners.
... area lies within 1.0 inch of a weld . = allowable stress for cross section 1.0 inch or more from weld . Fw = allowable stress on cross section if entire area 457 1976 EDITION 2801-2802 Allowable Stresses for Members and Fasteners.
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
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 building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength