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Page 185
... depth of beam . ( e ) Design of Joints in Shear . Eccentric connector and bolted joints and beams supported by ... depth of the member less the distance from the unloaded edge of member to the nearest edge of the nearest connector . = de ...
... depth of beam . ( e ) Design of Joints in Shear . Eccentric connector and bolted joints and beams supported by ... depth of the member less the distance from the unloaded edge of member to the nearest edge of the nearest connector . = de ...
Page 286
... depth ( bending about Y - Y axis ) . When the depth is less than 12 inches , the values of byy can be increased by multiplying by the following factors : DEPTH , INCHES 10.75 8.75 6.75 5.125 3.125 MULTIPLYING FACTOR 1.01 1.04 1.07 1.10 ...
... depth ( bending about Y - Y axis ) . When the depth is less than 12 inches , the values of byy can be increased by multiplying by the following factors : DEPTH , INCHES 10.75 8.75 6.75 5.125 3.125 MULTIPLYING FACTOR 1.01 1.04 1.07 1.10 ...
Page 525
... depth to resist lateral loads shall be determined by means of the design criteria established herein or other methods approved by the building official . 2. Design criteria : A. Nonconstrained . The following formula may be used in ...
... depth to resist lateral loads shall be determined by means of the design criteria established herein or other methods approved by the building official . 2. Design criteria : A. Nonconstrained . The following formula may be used in ...
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