Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-3
... square feet ( 13.94 m2 ) , including flat slabs , except for floors in places of public assembly and for live loads greater than 100 psf ( 4.79 kN / m2 ) , in accordance with the following formula : For SI : R = r ( A - 150 ) Rr ( A13 ...
... square feet ( 13.94 m2 ) , including flat slabs , except for floors in places of public assembly and for live loads greater than 100 psf ( 4.79 kN / m2 ) , in accordance with the following formula : For SI : R = r ( A - 150 ) Rr ( A13 ...
Page 2-29
... feet ( 12 192 mm ) or less in height Structures over 40 feet ( 12 192 mm ) in height On horizontal projected area1 ... Square or rectangular Hexagonal or octagonal Round or elliptical Square and rectangular Diagonal 1.3 horizontal any ...
... feet ( 12 192 mm ) or less in height Structures over 40 feet ( 12 192 mm ) in height On horizontal projected area1 ... Square or rectangular Hexagonal or octagonal Round or elliptical Square and rectangular Diagonal 1.3 horizontal any ...
Page 2-227
... feet ( 1219 mm ) vertically . 3. Walls shall be anchored by joint ... square inch ( 129 mm2 ) of bond beam reinforce- ment placed not less than 6 ... feet ( 1219 mm ) on center and embedded at least 4 inches ( 102 mm ) into the masonry ...
... feet ( 1219 mm ) vertically . 3. Walls shall be anchored by joint ... square inch ( 129 mm2 ) of bond beam reinforce- ment placed not less than 6 ... feet ( 1219 mm ) on center and embedded at least 4 inches ( 102 mm ) into the masonry ...
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