Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Results 1-3 of 33
Page 2-26
... ceilings that have sufficient total access from below , such that access is not required within the space above the ceiling . Does not apply to ceilings if the attic areas above the ceiling are not provided with access . This live load ...
... ceilings that have sufficient total access from below , such that access is not required within the space above the ceiling . Does not apply to ceilings if the attic areas above the ceiling are not provided with access . This live load ...
Page 2-33
... ceiling . For purposes of determining the seismic force , a ceiling weight of not less than 4 psf ( 0.19 kN / m2 ) shall be used . " Ceilings constructed of lath and plaster or gypsum board screw or nail attached to suspended members ...
... ceiling . For purposes of determining the seismic force , a ceiling weight of not less than 4 psf ( 0.19 kN / m2 ) shall be used . " Ceilings constructed of lath and plaster or gypsum board screw or nail attached to suspended members ...
Page 2-302
... ceiling joists such as ridge board , hips and valleys shall be designed as beams . 2320.12.2 Spans . Allowable spans for ceiling joists shall be in accordance with Tables 23 - IV - J - 3 and 23 - IV - J - 4 . Allowable spans for rafters ...
... ceiling joists such as ridge board , hips and valleys shall be designed as beams . 2320.12.2 Spans . Allowable spans for ceiling joists shall be in accordance with Tables 23 - IV - J - 3 and 23 - IV - J - 4 . Allowable spans for rafters ...
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