Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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Page 195
... Single - span beam , load concentrated at center Single - span beam , uniformly distributed load Single - span beam , equal end moments Cantilever beam , load concentrated at unsupported end Cantilever beam , uniformly distributed load ...
... Single - span beam , load concentrated at center Single - span beam , uniformly distributed load Single - span beam , equal end moments Cantilever beam , load concentrated at unsupported end Cantilever beam , uniformly distributed load ...
Page 302
... Single p 630 910 1155 1370 1575 Shear q 360 405 450 495 540 Double p 710 1260 1820 2310 2740 3150 Shear q 620 720 810 900 990 1080 Single p 990 1400 1790 2135 2455 2740 3305 Shear q 565 630 695 760 825 895 1020 32 Double p 710 1270 1980 ...
... Single p 630 910 1155 1370 1575 Shear q 360 405 450 495 540 Double p 710 1260 1820 2310 2740 3150 Shear q 620 720 810 900 990 1080 Single p 990 1400 1790 2135 2455 2740 3305 Shear q 565 630 695 760 825 895 1020 32 Double p 710 1270 1980 ...
Page 303
... Single p Shear q 92 Double p Shear q Single p Shear q 111/2 Double p Shear q 5730 2765 2860 3900 5080 6440 7950 11,460 1640 2270 2960 3710 4450 5530 3900 5080 6440 7950 11,450 2050 2770 3540 4360 6150 2530 3310 4160 6040 4See U.B.C. ...
... Single p Shear q 92 Double p Shear q Single p Shear q 111/2 Double p Shear q 5730 2765 2860 3900 5080 6440 7950 11,460 1640 2270 2960 3710 4450 5530 3900 5080 6440 7950 11,450 2050 2770 3540 4360 6150 2530 3310 4160 6040 4See U.B.C. ...
Contents
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved assembly bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load Decking diameter distance doors edge exceed exit exterior walls Extreme Fiber factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height installed joints joists laminations length less live load located lumber masonry materials maximum minimum modulus of elasticity nails noncombustible occupant load openings panel percent permitted perpendicular plastic plate plywood portland cement pounds per square prestressing protected psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing slab space span specified in Section splices square feet square inch stairway steel studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard values vertical welds width wire wood wood shingles yield strength