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Page 340
... nominal permissible torsion stress carried by concrete . ν = nominal total design torsion stress . tu Vu V1 Vp = nominal total design shear stress . = shear force at section due to dead load . = shear force at the section considered due ...
... nominal permissible torsion stress carried by concrete . ν = nominal total design torsion stress . tu Vu V1 Vp = nominal total design shear stress . = shear force at section due to dead load . = shear force at the section considered due ...
Page 343
... nominal shear stress v , and nominal torsion stress v ried by the concrete apply to normal weight concrete . When lightweight ag- gregate concretes are used , one of the following modifications shall apply : The provisions for v ̧ and ...
... nominal shear stress v , and nominal torsion stress v ried by the concrete apply to normal weight concrete . When lightweight ag- gregate concretes are used , one of the following modifications shall apply : The provisions for v ̧ and ...
Page 598
... nominal boarding , a layer of asbestos paper weighing not less than 14 pounds per 100 square feet and a layer of 1 - inch nominal tongue - and - groove finish flooring ; or ( b ) Subfloor of 1 - inch nominal tongue - and - groove ...
... nominal boarding , a layer of asbestos paper weighing not less than 14 pounds per 100 square feet and a layer of 1 - inch nominal tongue - and - groove finish flooring ; or ( b ) Subfloor of 1 - inch nominal tongue - and - groove ...
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