Uniform Building Code |
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Page 128
... foot of area supported by the member . L = Unit live load per square foot of area supported by the member . For storage live loads exceeding 100 pounds per square foot , no reduction shall be made , except that design live loads on ...
... foot of area supported by the member . L = Unit live load per square foot of area supported by the member . For storage live loads exceeding 100 pounds per square foot , no reduction shall be made , except that design live loads on ...
Page 142
... foot parallel and 10 pounds per foot perpendicular to seat and footboards . * All loads are in pounds per lineal foot . Head block wells and sheave beams shall be designed for all loft block well loads tributary thereto . Sheave blocks ...
... foot parallel and 10 pounds per foot perpendicular to seat and footboards . * All loads are in pounds per lineal foot . Head block wells and sheave beams shall be designed for all loft block well loads tributary thereto . Sheave blocks ...
Page 659
... foot , cold- or hot - rolled channel 3'6 " 4'0 " 4'0 " 1 " -.410 pound per foot , hot - rolled channel 4'6 " 5'0 " 660 660 TABLE NO . 47 - B1 - TYPES. 3/4 " .3 pound per foot , cold- or hot - rolled channel 11⁄2 " -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 " 660 660 TABLE NO . 47 - B1 - TYPES. 3/4 " .3 pound per foot , cold- or hot - rolled channel 11⁄2 " -475 pound per foot ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength