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Page 328
... computed taking into account the size and shape of the panel , the conditions of support and the nature of restraints at the panel edges . For such computations , the modulus of elasticity of the concrete shall be as specified in ...
... computed taking into account the size and shape of the panel , the conditions of support and the nature of restraints at the panel edges . For such computations , the modulus of elasticity of the concrete shall be as specified in ...
Page 394
... computed beginning at the near face of the column . Length of an- chorage in confined regions , including hook and vertical extension , shall be not less than 56 percent of the development length computed by Section 2612 ( f ) 1 , A , B ...
... computed beginning at the near face of the column . Length of an- chorage in confined regions , including hook and vertical extension , shall be not less than 56 percent of the development length computed by Section 2612 ( f ) 1 , A , B ...
Page 408
... Computed axial stress . f = Computed bending stress . f ' с f , f1 fv fus = Specified compression strength of concrete . = Computed bearing stress . Computed tensile stress . = Computed shear stress . = Shear between girder web and ...
... Computed axial stress . f = Computed bending stress . f ' с f , f1 fv fus = Specified compression strength of concrete . = Computed bearing stress . Computed tensile stress . = Computed shear stress . = Shear between girder web and ...
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