Uniform Building Code |
From inside the book
Results 1-3 of 86
Page 182
... lateral displacement , and the ends at points of bearing have lateral support to prevent rotation , the unsupported length 1 , may be taken as zero . When lateral support is provided to prevent rotation at the points of end bearing but ...
... lateral displacement , and the ends at points of bearing have lateral support to prevent rotation , the unsupported length 1 , may be taken as zero . When lateral support is provided to prevent rotation at the points of end bearing but ...
Page 186
... Lateral Support . Solid - sawn rectangular lumber beams , rafters and joists shall be supported laterally to prevent rotation or lateral displacement in accord- ance with the following : If the ratio of depth to thickness , based on ...
... Lateral Support . Solid - sawn rectangular lumber beams , rafters and joists shall be supported laterally to prevent rotation or lateral displacement in accord- ance with the following : If the ratio of depth to thickness , based on ...
Page 525
... lateral loads where no constraint is provided at the ground surface , such as rigid floor or rigid ground surface pavement . d = ( 1 + √1 + 4.36h ) WHERE : A = 2.34P S1b P = Applied lateral force in pounds . S1 S3 b h d = Allowable lateral ...
... lateral loads where no constraint is provided at the ground surface , such as rigid floor or rigid ground surface pavement . d = ( 1 + √1 + 4.36h ) WHERE : A = 2.34P S1b P = Applied lateral force in pounds . S1 S3 b h d = Allowable lateral ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
103 other sections not shown
Other editions - View all
Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength