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Page 151
... maximum stress shall be 20 psi . B. Shear reinforcement designed to take entire shear force , F1 = 3.0 ( f'm ) 1/2 , 150 psi maximum 7. Shear stress , shear walls ( F , ) . .. ( 6-8 ) A. Unreinforced masonry , Clay Units F = .3 ( fm ) 1 ...
... maximum stress shall be 20 psi . B. Shear reinforcement designed to take entire shear force , F1 = 3.0 ( f'm ) 1/2 , 150 psi maximum 7. Shear stress , shear walls ( F , ) . .. ( 6-8 ) A. Unreinforced masonry , Clay Units F = .3 ( fm ) 1 ...
Page 680
... maximum 3 % " maximum 678 11⁄2 " minimum % " maximum 11⁄2 " maximum 7 8 2When measured from back plane of expanded metal lath , exclusive of ribs , or self - furring lath , plaster thickness shall be 3 / 4 - inch minimum . 3When ...
... maximum 3 % " maximum 678 11⁄2 " minimum % " maximum 11⁄2 " maximum 7 8 2When measured from back plane of expanded metal lath , exclusive of ribs , or self - furring lath , plaster thickness shall be 3 / 4 - inch minimum . 3When ...
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
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