Uniform Building Code |
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Page 52
... specified in Section 505 may be tripled in one - story buildings and doubled in buildings of more than one story if the building is provided with an approved automatic sprinkler system throughout . The area increases permitted in this ...
... specified in Section 505 may be tripled in one - story buildings and doubled in buildings of more than one story if the building is provided with an approved automatic sprinkler system throughout . The area increases permitted in this ...
Page 349
... section specified in Section 2611 ( k ) 2. The shear stress v , shall not exceed v = 4√ unless shear rein- forcement is provided . A maximum increase of 50 percent in v is permit- ted if shear reinforcement is provided in accordance with ...
... section specified in Section 2611 ( k ) 2. The shear stress v , shall not exceed v = 4√ unless shear rein- forcement is provided . A maximum increase of 50 percent in v is permit- ted if shear reinforcement is provided in accordance with ...
Page 350
... defined in Section 2613 , the critical sections specified in Section 2611 ( k ) 2 and 2611 ( 1 ) 5 shall be modified as follows : A. For slabs without shearheads , that part of the periphery of the critical section which is enclosed by ...
... defined in Section 2613 , the critical sections specified in Section 2611 ( k ) 2 and 2611 ( 1 ) 5 shall be modified as follows : A. For slabs without shearheads , that part of the periphery of the critical section which is enclosed by ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 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