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Page 153
... Edge Distance . Anchor bolt values listed in Table No. 24 - E are based upon a bolt spacing of 12 diameters with a minimum edge distance of 6 diameters . Such spacing and edge distance may be reduced 50 percent with an equal reduction ...
... Edge Distance . Anchor bolt values listed in Table No. 24 - E are based upon a bolt spacing of 12 diameters with a minimum edge distance of 6 diameters . Such spacing and edge distance may be reduced 50 percent with an equal reduction ...
Page 185
... edge of member to the nearest edge of the nearest connector . = de ( with bolts only ) the depth of the member less the distance from the unloaded edge of the member to the center of the nearest bolt . Allowable unit stresses in shear ...
... edge of member to the nearest edge of the nearest connector . = de ( with bolts only ) the depth of the member less the distance from the unloaded edge of the member to the center of the nearest bolt . Allowable unit stresses in shear ...
Page 400
... edge to panel center line shall be substituted for l1⁄2 in Formula ( 13-3 ) . E. Clear span / shall extend from face ... Edge Slab with Between Interior Supports Beams Without With Exterior Edge Unre- Between All Edge Edge Fully strained ...
... edge to panel center line shall be substituted for l1⁄2 in Formula ( 13-3 ) . E. Clear span / shall extend from face ... Edge Slab with Between Interior Supports Beams Without With Exterior Edge Unre- Between All Edge Edge Fully strained ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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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