Building Standards: Uniform Building Code1985 - Building laws |
From inside the book
Results 1-3 of 32
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
Administrative CHAPTER 1 Title Scope and General SEC 101 Title 102 Purpose 103 Scope 104 Application to Existing Buildings and Structures | 1 |
Alternate Materials and Methods of Construction 106 Modifications 107 Tests | 3 |
Organization and Enforcement 201 Creation of Enforcement Agency SEC 202 Powers and Duties of Building Official | 4 |
Copyright | |
117 other sections not shown
Other editions - View all
Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load diameter diaphragms Division 1 Occupancies dwelling units exceed exit exterior walls extreme fiber factor Fire Code floor area framing grade Group H grout height horizontal shear inspection installed joints joists laminations length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard Pedestrian walkways percent permitted perpendicular plywood portion pounds per square prestressing psi psi psi ratio resist roof rooms Select Decking Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud surface Table tensile stress tension thickness timber U.B.C. Standard ventilation vertical water closet welds width wood yield strength