Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-23
... Soil Profile Types SA through SF in accordance with Table 16 - J . N = IM = IM di 1636 1636.2.6 ( 36-2 ) and 1636.2 Definitions . Soil profile types are defined as follows : ds SA Hard rock with measured shear wave velocity , V1 > 5,000 ...
... Soil Profile Types SA through SF in accordance with Table 16 - J . N = IM = IM di 1636 1636.2.6 ( 36-2 ) and 1636.2 Definitions . Soil profile types are defined as follows : ds SA Hard rock with measured shear wave velocity , V1 > 5,000 ...
Page 2-30
... SOIL PROFILE TYPE SOIL PROFILE NAME / GENERIC SA DESCRIPTION Hard Rock Not in CA Est coast only TABLE 16 - J - SOIL PROFILE TYPES AVERAGE SOIL PROPERTIES FOR TOP 100 FEET ( 30 480 mm ) OF SOIL PROFILE Shear Wave Velocity , Vs feet ...
... SOIL PROFILE TYPE SOIL PROFILE NAME / GENERIC SA DESCRIPTION Hard Rock Not in CA Est coast only TABLE 16 - J - SOIL PROFILE TYPES AVERAGE SOIL PROPERTIES FOR TOP 100 FEET ( 30 480 mm ) OF SOIL PROFILE Shear Wave Velocity , Vs feet ...
Page 2-43
... SOIL CLASSIFICATION- EXPANSIVE SOIL 1803.1 General . For the purposes of this chapter , the definition and classification of soil materials for use in Table 18 - I - A shall be according to UBC Standard 18-1 . 1803.2 Expansive Soil ...
... SOIL CLASSIFICATION- EXPANSIVE SOIL 1803.1 General . For the purposes of this chapter , the definition and classification of soil materials for use in Table 18 - I - A shall be according to UBC Standard 18-1 . 1803.2 Expansive Soil ...
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