Building Standards: Uniform Building Code1985 - Building laws |
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Page 147
... joints , but not across expansion joints , with joints spliced by lapping the reinforcement not less than 6 inches . The reinforcement shall be placed in the joint immediately below and above any openings within a panel . The ...
... joints , but not across expansion joints , with joints spliced by lapping the reinforcement not less than 6 inches . The reinforcement shall be placed in the joint immediately below and above any openings within a panel . The ...
Page 291
... joints made of seasoned lumber used in dry locations . See U.B.C. Standard No. 25-17 for other service conditions . 2Double shear values are for joints consisting of three wood members in which the side members are one half the ...
... joints made of seasoned lumber used in dry locations . See U.B.C. Standard No. 25-17 for other service conditions . 2Double shear values are for joints consisting of three wood members in which the side members are one half the ...
Page 338
... joints shall be wetted and standing water removed . Construction joints shall be so made and located as not to impair the strength of the structure . Provision shall be made for transfer of shear and other forces through construction ...
... joints shall be wetted and standing water removed . Construction joints shall be so made and located as not to impair the strength of the structure . Provision shall be made for transfer of shear and other forces through construction ...
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 | |
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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