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Page 470
... welds shall be considered as the effective length of the weld times the effective throat thickness . The effective shearing area of plug and slot welds shall be considered as the nominal cross - sectional area of the hole or slot in the ...
... welds shall be considered as the effective length of the weld times the effective throat thickness . The effective shearing area of plug and slot welds shall be considered as the nominal cross - sectional area of the hole or slot in the ...
Page 492
... Welds Sec . 2714. ( a ) General . Welder qualification requirements , welding proce- dure and welding electrodes for ... Welds . The maximum size fillet welds that may be used along edges of connected parts shall be : 1. Along edges of ...
... Welds Sec . 2714. ( a ) General . Welder qualification requirements , welding proce- dure and welding electrodes for ... Welds . The maximum size fillet welds that may be used along edges of connected parts shall be : 1. Along edges of ...
Page 493
... welds connecting brackets , beam seats and similar connections , on the plane about which bending moments are computed . ( h ) Fillet Welds in Holes and Slots . Fillet welds in holes or slots may be used to transmit shear in lap joints ...
... welds connecting brackets , beam seats and similar connections , on the plane about which bending moments are computed . ( h ) Fillet Welds in Holes and Slots . Fillet welds in holes or slots may be used to transmit shear in lap joints ...
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