Uniform Building Code |
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Page 165
( f ) Width 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 ...
( f ) Width 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 ...
Page 332
( g ) Distribution of Flexural Reinforcement in Beams and One - way Slabs . This
section prescribes rules for the distribution of flexural reinforcement in beams and
in one - way slabs ; that is , slabs reinforced to resist flexural stresses in only one
...
( g ) Distribution of Flexural Reinforcement in Beams and One - way Slabs . This
section prescribes rules for the distribution of flexural reinforcement in beams and
in one - way slabs ; that is , slabs reinforced to resist flexural stresses in only one
...
Page 360
Ecolo Ecsl ratio of flexural stiffness of the columns above and below the slab to
the combined flexural stiffness of the slabs and beams at a joint taken in the
direction moments are being determined . EK - E ( K , + K ) a = ratio of flexural
stiffness ...
Ecolo Ecsl ratio of flexural stiffness of the columns above and below the slab to
the combined flexural stiffness of the slabs and beams at a joint taken in the
direction moments are being determined . EK - E ( K , + K ) a = ratio of flexural
stiffness ...
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Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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accordance allowable applied approved axial bars beam bearing bending bolts building building official Chapter column compression compressive stress computed concrete conform connections considered construction continuous cover Decking depth determined diameter direction distance Division edge effective elements equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange flexural floor foot forces Formula frame girders grade Grain greater Group height horizontal inches joints lateral least length less limited live load load located lumber masonry materials maximum Occupancies openings panel parallel percent permitted placed plate portion pounds prestressing protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab spacing span specified splices square inch steel strength stress Structural Stud surface Table taken tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood yield