Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-23
... type , Type Sp shall be used . Soil Pro- file Type SE need not be assumed unless the building official deter- mines that Soil Profile Type SE may be present at the site or in the event that Type SE is established by geotechnical data ...
... type , Type Sp shall be used . Soil Pro- file Type SE need not be assumed unless the building official deter- mines that Soil Profile Type SE may be present at the site or in the event that Type SE is established by geotechnical data ...
Page 2-35
... Type SF . See Footnote 1 SEISMIC SOURCE TYPE A B C TABLE 16 - S - NEAR - SOURCE FACTOR NÅ1 ≤ 2 km 1.5 1.3 1.0 CLOSEST DISTANCE TO KNOWN SEISMIC SOURCE2,3 5 km → 10 km 1.2 1.0 1.0 1.0 1.0 1.0 1The Near - Source Factor may be based on ...
... Type SF . See Footnote 1 SEISMIC SOURCE TYPE A B C TABLE 16 - S - NEAR - SOURCE FACTOR NÅ1 ≤ 2 km 1.5 1.3 1.0 CLOSEST DISTANCE TO KNOWN SEISMIC SOURCE2,3 5 km → 10 km 1.2 1.0 1.0 1.0 1.0 1.0 1The Near - Source Factor may be based on ...
Page 2-254
... type joints = 0.65 Slip - critical joints A307 bolts : Tensile strength ф = = 1.0 $ = 0.75 = 0.60 Shear strength in bearing - type joints Substitute the following for Section 7 in Part I in its entirety : 7 . REQUIREMENTS FOR ORDINARY ...
... type joints = 0.65 Slip - critical joints A307 bolts : Tensile strength ф = = 1.0 $ = 0.75 = 0.60 Shear strength in bearing - type joints Substitute the following for Section 7 in Part I in its entirety : 7 . REQUIREMENTS FOR ORDINARY ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 22 |
Review the building for conformity with the occupancy requirements in Sections 303 through 312 | 2-10 |
Review the building for conformity with structural engineering regulations and requirements for materials of construction See Chap | 2-23 |
Copyright | |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design anchor applied ASTM axial load bars beam bending bolts braced building official calculated column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection design strength determined diameter diaphragm distance edge effective elements exceed factored flange flexural members foot Formula frame grout horizontal joints joists kN/m² less live load load combinations longitudinal lumber masonry materials maximum ment minimum mm² modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted piles plate plywood pounds per square precast ratio requirements of Section resist 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 studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength