Uniform Building Code |
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Page 169
... stress per unit of surface area of bar . V = Shearing unit stress . Vm = Allowable unit shearing stress in the masonry . V = Total shear . ( d ) Reinforced Masonry Flexural Design . The design of reinforced masonry shall be in ...
... stress per unit of surface area of bar . V = Shearing unit stress . Vm = Allowable unit shearing stress in the masonry . V = Total shear . ( d ) Reinforced Masonry Flexural Design . The design of reinforced masonry shall be in ...
Page 170
... unit stress . The shearing unit stress v in reinforced masonry flexural members shall be computed by WHERE : v = V bjd . ( 18-1 ) b = The width of a rectangular section or the width of the web in I- or T - sections . Where the values of ...
... unit stress . The shearing unit stress v in reinforced masonry flexural members shall be computed by WHERE : v = V bjd . ( 18-1 ) b = The width of a rectangular section or the width of the web in I- or T - sections . Where the values of ...
Page 195
... 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 . = allowable unit stress in compression parallel to grain . = ...
... 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 . = allowable unit stress in compression parallel to grain . = ...
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