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Page 183
... Section , shear walls shall be designed in accordance with Section 2418 or 2419 ( a ) . ( ii ) Allowable vertical loads . Allowable vertical loads on unreinforced shear walls shall be determined in accordance with Section 2419 ( c ) 5 I ...
... Section , shear walls shall be designed in accordance with Section 2418 or 2419 ( a ) . ( ii ) Allowable vertical loads . Allowable vertical loads on unreinforced shear walls shall be determined in accordance with Section 2419 ( c ) 5 I ...
Page 354
... accordance with Section 2611 ( b ) through 6 . B. Two - way action for the slab or footing , with potential diagonal cracking along the surface of a truncated cone or pyramid around the concentrated load or reaction . In this case , the ...
... accordance with Section 2611 ( b ) through 6 . B. Two - way action for the slab or footing , with potential diagonal cracking along the surface of a truncated cone or pyramid around the concentrated load or reaction . In this case , the ...
Page 382
International Conference of Building Officials. roughened ; minimum ties are provided in accordance with Section 2617 ( g ) ; web members are designed to resist the entire vertical shear ; and all stirrups are fully anchored into all ...
International Conference of Building Officials. roughened ; minimum ties are provided in accordance with Section 2617 ( g ) ; web members are designed to resist the entire vertical shear ; and all stirrups are fully anchored into all ...
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 bars beam bending bolts Building Official building or structure ceiling Code column compression compression members concrete conform dead load diameter diaphragms Division 1 Occupancies enclosure exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural floor area frame 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 partitions percent permitted plaster plastic plywood portland cement pounds per square prestressing protected reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section square feet square inch stairway steel strength studs surface Table tension tests thickness tion U.B.C. Standard values ventilation vertical water closet welds width wire wood yield strength