Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 87
Page 178
... Shear walls . ( i ) Eccentricity . In unreinforced shear walls , the virtual eccentricity e , about the principal axis which is normal to the length / of the shear wall shall not exceed an amount which will produce tension . In ...
... Shear walls . ( i ) Eccentricity . In unreinforced shear walls , the virtual eccentricity e , about the principal axis which is normal to the length / of the shear wall shall not exceed an amount which will produce tension . In ...
Page 349
... 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 accordance with Section 2611 ( 1 ) 1 , and a ...
... 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 accordance with Section 2611 ( 1 ) 1 , and a ...
Page 377
... shear ; and all stirrups are fully anchored into all intersecting components . Otherwise , horizontal shear shall be fully investigated . 2. Shear calculation . The horizontal shear stress v at any cross section - Vah Vu ob , d ' dh may ...
... shear ; and all stirrups are fully anchored into all intersecting components . Otherwise , horizontal shear shall be fully investigated . 2. Shear calculation . The horizontal shear stress v at any cross section - Vah Vu ob , d ' dh may ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
72 other sections not shown
Other editions - View all
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