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Page 159
... exceed 20 , and shall not exceed 18 for walls of hollow masonry or cavity walls . In computing the ratio for cavity walls , the value of thickness shall be the sum of the nominal thicknesses of the inner and outer widths of the masonry ...
... exceed 20 , and shall not exceed 18 for walls of hollow masonry or cavity walls . In computing the ratio for cavity walls , the value of thickness shall be the sum of the nominal thicknesses of the inner and outer widths of the masonry ...
Page 448
... exceed ve given by Formula ( 26-10 ) unless shear reinforcement is provided . Vc - 1 + C B. IVF . 2 Вс . ( 26-10 ) but ve shall not exceed 2 Vfe . Be is the ratio of long side to short side of concentrated load or reaction area . When ...
... exceed ve given by Formula ( 26-10 ) unless shear reinforcement is provided . Vc - 1 + C B. IVF . 2 Вс . ( 26-10 ) but ve shall not exceed 2 Vfe . Be is the ratio of long side to short side of concentrated load or reaction area . When ...
Page 466
... exceed : 190 VF ( iv ) The depth - thickness ratio of the web or webs does not exceed : nor : 640 ( 1.374 VF Fu when th fa ≤ 0.16 Fu 257 fu when > 0.16 VF Fu ( 2-4 ) ( v ) The laterally unsupported length of the compression flange of ...
... exceed : 190 VF ( iv ) The depth - thickness ratio of the web or webs does not exceed : nor : 640 ( 1.374 VF Fu when th fa ≤ 0.16 Fu 257 fu when > 0.16 VF Fu ( 2-4 ) ( v ) The laterally unsupported length of the compression flange of ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength