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Page 169
... Flexural Design . The design of reinforced masonry shall be in accordance with the following principal assumptions : 1. A section that is plane before bending remains plane after bending . 2. Moduli of elasticity of the masonry and of ...
... Flexural Design . The design of reinforced masonry shall be in accordance with the following principal assumptions : 1. A section that is plane before bending remains plane after bending . 2. Moduli of elasticity of the masonry and of ...
Page 338
... flexural member ( except slabs of uniform thickness ) where positive rein- forcement is required by analysis , the ... Flexural Reinforcement in Beams and One - way Slabs . This Section prescribes rules for the distribution of flexural ...
... flexural member ( except slabs of uniform thickness ) where positive rein- forcement is required by analysis , the ... Flexural Reinforcement in Beams and One - way Slabs . This Section prescribes rules for the distribution of flexural ...
Page 397
... flexural member . Flexural members framing into columns shall be subject to a rational joint analysis . 2. Reinforcement . All flexural members shall have a minimum rein- forcement ratio , for top and for bottom reinforcement , of 200 ...
... flexural member . Flexural members framing into columns shall be subject to a rational joint analysis . 2. Reinforcement . All flexural members shall have a minimum rein- forcement ratio , for top and for bottom reinforcement , of 200 ...
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