Uniform Building Code |
From inside the book
Results 1-3 of 67
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 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 ...
Page 360
... flexural stiffness of beam section to the flexural stiffness of a width of slab bounded laterally by the center line of the adja- cent panel , if any , on each side of the beam . = Ecolo EcsIs α = ratio of flexural stiffness of the ...
... flexural stiffness of beam section to the flexural stiffness of a width of slab bounded laterally by the center line of the adja- cent panel , if any , on each side of the beam . = Ecolo EcsIs α = ratio of flexural stiffness of the ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
86 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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength