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Page 112
... foot of 0.75 times the fully loaded weight of the helicopter if it is equipped with hydraulic - type shock absorbers ... foot . The required live load may be reduced in accordance with the formula in Section 2306 . ( d ) Hydrostatic ...
... foot of 0.75 times the fully loaded weight of the helicopter if it is equipped with hydraulic - type shock absorbers ... foot . The required live load may be reduced in accordance with the formula in Section 2306 . ( d ) Hydrostatic ...
Page 126
... Foot Unless Otherwise Noted ) Walkway , see Sec . 4406 150 Canopy , see Sec . 4407 150 Seats and See 1202 Footnote 3 ... foot . 3Lateral sway bracing loads of 24 pounds per foot parallel and 10 pounds per foot perpendicular to seat and ...
... Foot Unless Otherwise Noted ) Walkway , see Sec . 4406 150 Canopy , see Sec . 4407 150 Seats and See 1202 Footnote 3 ... foot . 3Lateral sway bracing loads of 24 pounds per foot parallel and 10 pounds per foot perpendicular to seat and ...
Page 675
... foot , cold- or hot - rolled channel 3'6 " 4'0 " 4'0 " 1 " -.410 pound per foot , hot - rolled channel 4'6 " 5'0 " TABLE NO . 47 - B1 - TYPES OF LATH. 3/4 " -3 pound per foot , cold- or hot - rolled channel 12 " -475 pound per foot ...
... foot , cold- or hot - rolled channel 3'6 " 4'0 " 4'0 " 1 " -.410 pound per foot , hot - rolled channel 4'6 " 5'0 " TABLE NO . 47 - B1 - TYPES OF LATH. 3/4 " -3 pound per foot , cold- or hot - rolled channel 12 " -475 pound per foot ...
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