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Page 175
... Maximum concentric column axial load . WHERE : P = The gross area of the column . A. ƒ ' g m = Ultimate compressive masonry strength as determined by Section 2404 ( c ) . The value of f'm shall not exceed 6000 pounds per square inch ...
... Maximum concentric column axial load . WHERE : P = The gross area of the column . A. ƒ ' g m = Ultimate compressive masonry strength as determined by Section 2404 ( c ) . The value of f'm shall not exceed 6000 pounds per square inch ...
Page 429
... maximum permitted effective width of the concrete flange , and ( 8-4 ) . The effective moment of inertia for deflection computations shall be determined by : WHERE : Ieff = Is + V VVn ( Itr - Is ) ( 8-7 ) Is = moment of inertia of the ...
... maximum permitted effective width of the concrete flange , and ( 8-4 ) . The effective moment of inertia for deflection computations shall be determined by : WHERE : Ieff = Is + V VVn ( Itr - Is ) ( 8-7 ) Is = moment of inertia of the ...
Page 436
... Maximum Edge Distance . The maximum distance from the center of any rivet or bolt to the nearest edge of parts in contact with one another shall be 12 times the thickness of the plate , but shall not exceed 6 inches . Welds Sec . 2714 ...
... Maximum Edge Distance . The maximum distance from the center of any rivet or bolt to the nearest edge of parts in contact with one another shall be 12 times the thickness of the plate , but shall not exceed 6 inches . Welds Sec . 2714 ...
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