Uniform Building Code |
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Page 130
... Walls and Structural Framing Sec . 2309. ( a ) General . Walls and structural framing shall be erected true and plumb in accordance with the design . Bracing shall be placed dur- ing erection wherever necessary to take care of all loads ...
... Walls and Structural Framing Sec . 2309. ( a ) General . Walls and structural framing shall be erected true and plumb in accordance with the design . Bracing shall be placed dur- ing erection wherever necessary to take care of all loads ...
Page 183
... 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 , except that ...
... 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 , except that ...
Page 375
... wall thickness . When the reinforcement in bearing walls is designed , placed , and an- chored in position as for columns , the design shall be on the basis of for- mulas for columns . Reinforced concrete bearing walls shall have a ...
... wall thickness . When the reinforcement in bearing walls is designed , placed , and an- chored in position as for columns , the design shall be on the basis of for- mulas for columns . Reinforced concrete bearing walls shall have a ...
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