Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 349
... section specified in Section 2611 ( k ) 2. The shear stress v , shall not exceed v2 = 4 √√ƒ , unless shear rein- forcement is provided . A maximum increase of 50 percent in v , is permit- ted if shear reinforcement is provided in ...
... section specified in Section 2611 ( k ) 2. The shear stress v , shall not exceed v2 = 4 √√ƒ , unless shear rein- forcement is provided . A maximum increase of 50 percent in v , is permit- ted if shear reinforcement is provided in ...
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
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection 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 panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear 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 tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength