Uniform Building Code |
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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 ...
... 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 ...
Page 373
... Section 2612 . Critical sections for development of reinforcement shall be assumed at the same locations as prescribed in Section 2615 ( e ) 2 , also at all other vertical planes where changes of section or of reinforcement occur . The ...
... Section 2612 . Critical sections for development of reinforcement shall be assumed at the same locations as prescribed in Section 2615 ( e ) 2 , also at all other vertical planes where changes of section or of reinforcement occur . The ...
Page 426
... section properties of the com- posite section . Concrete tension stresses shall be neglected . Alternatively , the steel beam may be proportioned to resist unassisted the positive mo- ment produced by all loads , live and dead , using a ...
... section properties of the com- posite section . Concrete tension stresses shall be neglected . Alternatively , the steel beam may be proportioned to resist unassisted the positive mo- ment produced by all loads , live and dead , using a ...
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