Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 137
... 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 162
... Foot Unless otherwise Noted ) 1. Construction , public access at site ( live load ) Walkway , see Sec . 4406 Canopy ... foot . 3Lateral sway bracing loads of 24 pounds per foot parallel and 10 pounds per foot perpendic- ular to seat and ...
... Foot Unless otherwise Noted ) 1. Construction , public access at site ( live load ) Walkway , see Sec . 4406 Canopy ... foot . 3Lateral sway bracing loads of 24 pounds per foot parallel and 10 pounds per foot perpendic- ular to seat and ...
Page 761
... 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 | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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accordance with Section applied approved axial load bars beam bending bolts building official Chapter column compression members compressive strength compressive stress concrete conform corridor dead load Decking diameter diaphragm Division doors edge exceed exit exterior walls factor fire fire-resistive rating flange floor forces Formula framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located masonry materials maximum metal minimum modulus of elasticity nails noncombustible occupant load openings panel particleboard percent permitted perpendicular plaster plywood portland cement pounds per square prestressed protected ratio requirements of Section resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detector space span specified in Section splices square feet square inches stairway steel studs surface Table tensile tension thickness Type U.B.C. Standard values vertical wallboard welds width wire wood yield strength