Uniform Building Code |
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Page 200
... Single span beam , uniformly distributed load Single span beam , equal end moments 1.92lu 1.84lu Cantilever beam , load concentrated at unsupported end 1.69lu Cantilever beam , uniformly distributed load 1.06lu Single span or cantilever ...
... Single span beam , uniformly distributed load Single span beam , equal end moments 1.92lu 1.84lu Cantilever beam , load concentrated at unsupported end 1.69lu Cantilever beam , uniformly distributed load 1.06lu Single span or cantilever ...
Page 270
... Single p 650 1020 1470 1990 2590 Shear 480 710 890 990 1080 22 Double p 730 1290 1870 2370 2810 3230 Single p 1020 1470 2000 2610 3300 4070 5740 Shear q 660 930 1220 1470 1650 1780 2040 32 Double p 730 1300 2030 2870 3670 4380 5040 5620 ...
... Single p 650 1020 1470 1990 2590 Shear 480 710 890 990 1080 22 Double p 730 1290 1870 2370 2810 3230 Single p 1020 1470 2000 2610 3300 4070 5740 Shear q 660 930 1220 1470 1650 1780 2040 32 Double p 730 1300 2030 2870 3670 4380 5040 5620 ...
Page 271
... Single p Shear q 92 Double p Shear q Single p Shear q 111⁄2 Double p Shear q Single p Shear q 132 Double p Shear q too - Hade 1980 2940 2040 2930 1260 1820 FFB- 3990 5210 co 6610 2430 3030 3500 3800 8150 14370 11650 5870 2650 2930 4000 ...
... Single p Shear q 92 Double p Shear q Single p Shear q 111⁄2 Double p Shear q Single p Shear q 132 Double p Shear q too - Hade 1980 2940 2040 2930 1260 1820 FFB- 3990 5210 co 6610 2430 3030 3500 3800 8150 14370 11650 5870 2650 2930 4000 ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength