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Page 182
... walls , A , shall be determined as for cavity walls unless the collar joints in such walls are filled with mortar or ... Shear walls . ( i ) Eccentricity . In unreinforced shear walls , the virtual eccentricity e , about the principal ...
... walls , A , shall be determined as for cavity walls unless the collar joints in such walls are filled with mortar or ... Shear walls . ( i ) Eccentricity . In unreinforced shear walls , the virtual eccentricity e , about the principal ...
Page 183
... shear wall . Where the virtual eccentricity exceeds the values given in this Section , shear walls shall be designed in accordance with Section 2418 or 2419 ( a ) . ( ii ) Allowable vertical loads . Allowable vertical loads on unreinforced ...
... shear wall . Where the virtual eccentricity exceeds the values given in this Section , shear walls shall be designed in accordance with Section 2418 or 2419 ( a ) . ( ii ) Allowable vertical loads . Allowable vertical loads on unreinforced ...
Page 401
... shear and the concentrated shears developed from the forces in the beam rein- forcement at a stress assumed at ƒ „ . Special transverse column reinforcement of one - half the amount other- wise required by ... Shear Walls and Braced Frames.
... shear and the concentrated shears developed from the forces in the beam rein- forcement at a stress assumed at ƒ „ . Special transverse column reinforcement of one - half the amount other- wise required by ... Shear Walls and Braced Frames.
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