Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-387
... roof - ceiling assembly with a thermal resistance ( R ) less than 2.0 . PRODUCTION GREENHOUSE is a greenhouse used ex- clusively for the growing of flowers or plants on a production ba- sis or for research , with no public access ...
... roof - ceiling assembly with a thermal resistance ( R ) less than 2.0 . PRODUCTION GREENHOUSE is a greenhouse used ex- clusively for the growing of flowers or plants on a production ba- sis or for research , with no public access ...
Page 2-388
... roof snow load must not be less than 20 psf ( 958 N / m2 ) . 4. Reduced roof loads where Pg exceeds 70 psf ( 3352 N / m2 ) shall not be less than those obtained through use of Formula ( 40-1-1 ) for P equal to 70 psf ( 3352 N / m2 ) ...
... roof snow load must not be less than 20 psf ( 958 N / m2 ) . 4. Reduced roof loads where Pg exceeds 70 psf ( 3352 N / m2 ) shall not be less than those obtained through use of Formula ( 40-1-1 ) for P equal to 70 psf ( 3352 N / m2 ) ...
Page 2-422
... Roof Systems . The anchorage of wood roof systems which are supported by masonry walls shall comply with Appendix Sections 2337.5.1 and 2337.5.8 , Table A - 21 - D and Fig- ure A - 21-7 . Wood roof and floor systems which are supported ...
... Roof Systems . The anchorage of wood roof systems which are supported by masonry walls shall comply with Appendix Sections 2337.5.1 and 2337.5.8 , Table A - 21 - D and Fig- ure A - 21-7 . Wood roof and floor systems which are supported ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
Copyright | |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design analysis anchor applied ASTM axial load bars beam bending bolts building official calculated column compression members compressive strength computed concrete connections construction dead load deflection deformed design strength Design Value determined diameter diaphragm displacement distance earthquake edge effects elements exceed factored feet flange flexural members floor foot Formula grout horizontal joints joists kN/m² lateral forces less live load load combinations longitudinal lumber masonry maximum ment minimum modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted plate plywood pounds per square precast ratio requirements of Section roof seismic forces Seismic Zones Select Structural shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel story studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength