Uniform Building Code |
From inside the book
Results 1-3 of 29
Page 302
... prestressing in which the tendons are tensioned before the concrete is placed . REINFORCED CONCRETE . Concrete containing reinforcement , in- cluding prestressing steel , and designed on the assumption that the two materials act ...
... prestressing in which the tendons are tensioned before the concrete is placed . REINFORCED CONCRETE . Concrete containing reinforcement , in- cluding prestressing steel , and designed on the assumption that the two materials act ...
Page 334
... Prestressed concrete . For prestressed concrete flexural members designed in accordance with the requirements of Section 2618 deflections shall be calculated and the usual methods or formulas using the moment of inertia of the gross ...
... Prestressed concrete . For prestressed concrete flexural members designed in accordance with the requirements of Section 2618 deflections shall be calculated and the usual methods or formulas using the moment of inertia of the gross ...
Page 347
... concrete area of a horizontal section . P1 = ( A , + A ) / bd . S P = As / bud . S $ = capacity reduction factor ... prestressed and non- prestressed concrete flexural members except : A. Slabs and footings . B. Concrete joist floor ...
... concrete area of a horizontal section . P1 = ( A , + A ) / bd . S P = As / bud . S $ = capacity reduction factor ... prestressed and non- prestressed concrete flexural members except : A. Slabs and footings . B. Concrete joist floor ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
10 other sections not shown
Other editions - View all
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