Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-54
... Determining the effective plasticity index . The effective plasticity index to be used in the design shall be determined in accordance with the following procedures : 1. The plasticity index shall be determined for the upper 15 feet ...
... Determining the effective plasticity index . The effective plasticity index to be used in the design shall be determined in accordance with the following procedures : 1. The plasticity index shall be determined for the upper 15 feet ...
Page 2-60
... Determine the percent of clay in the soil and the predominant clay mineral . The predominant type of clay can be determined by performing the following tests and calculations and by using Fig- ure 18 - III - 15 . 3.1 Determine the ...
... Determine the percent of clay in the soil and the predominant clay mineral . The predominant type of clay can be determined by performing the following tests and calculations and by using Fig- ure 18 - III - 15 . 3.1 Determine the ...
Page 2-406
... determined by comparing each of the maximum positive forces that occurred during each cycle of the prototype test sequence associated with dis- placement increment DD , and selecting the maximum positive value at positive displacement ...
... determined by comparing each of the maximum positive forces that occurred during each cycle of the prototype test sequence associated with dis- placement increment DD , and selecting the maximum positive value at positive displacement ...
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