Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 165
... Flexural Computation . In computing flexural stresses for masonry where reinforcement occurs , the effective width b shall be not greater than six times the wall thickness in running bond nor more than three times the wall thickness in ...
... Flexural Computation . In computing flexural stresses for masonry where reinforcement occurs , the effective width b shall be not greater than six times the wall thickness in running bond nor more than three times the wall thickness in ...
Page 331
... flexural members , and for members under combined flexure and axial load controlled by Section 2609 ( c ) 2 D , the reinforcement ratio , p , shall not exceed 0.75 of that ratio which would produce balanced condi- tions for the section ...
... flexural members , and for members under combined flexure and axial load controlled by Section 2609 ( c ) 2 D , the reinforcement ratio , p , shall not exceed 0.75 of that ratio which would produce balanced condi- tions for the section ...
Page 332
... Flexural Reinforcement in Beams and One - way Slabs . This section prescribes rules for the distribution of flexural rein- forcement in beams and in one - way slabs ; that is , slabs reinforced to resist flexural stresses in only one ...
... Flexural Reinforcement in Beams and One - way Slabs . This section prescribes rules for the distribution of flexural rein- forcement in beams and in one - way slabs ; that is , slabs reinforced to resist flexural stresses in only one ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection 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 panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear 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 tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength