Building Standards: Uniform Building Code1985 - Building laws |
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Page 151
... maximum stress shall be 20 psi . B. Shear reinforcement designed to take entire shear force , ν F = 3.0 ( fm ) 1/2 , 150 psi maximum 7. Shear stress , shear walls ( F , ) . . ( 6-8 ) A. Unreinforced masonry , Clay Units F = .3 ( f'm ) 1 ...
... maximum stress shall be 20 psi . B. Shear reinforcement designed to take entire shear force , ν F = 3.0 ( fm ) 1/2 , 150 psi maximum 7. Shear stress , shear walls ( F , ) . . ( 6-8 ) A. Unreinforced masonry , Clay Units F = .3 ( f'm ) 1 ...
Page 630
... maximum . 40 Unglazed Facing Tile , 37 Nonload- Glazed or Unglazed 41 One 4 " unit cored 30. Solid Concrete 34 ... maximum and one 4 " unit cored 25 percent maximum with 3/4 " mortar filled collar joint . Unit positions reversed in ...
... maximum . 40 Unglazed Facing Tile , 37 Nonload- Glazed or Unglazed 41 One 4 " unit cored 30. Solid Concrete 34 ... maximum and one 4 " unit cored 25 percent maximum with 3/4 " mortar filled collar joint . Unit positions reversed in ...
Page 697
... maximum percentage area of plastic panels in the exterior wall and the maximum square feet of any individual panel may be increased 50 percent above that set forth in Table No. 52 - A , and the separation requirements , both vertical ...
... maximum percentage area of plastic panels in the exterior wall and the maximum square feet of any individual panel may be increased 50 percent above that set forth in Table No. 52 - A , and the separation requirements , both vertical ...
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