California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-184
... Allowable stresses and design formulas provided in this chapter shall be used with the allowable stress design load combinations specified in Section 1612.3 . 2001.2 Alloys . The use of aluminum alloys and tempers other than those ...
... Allowable stresses and design formulas provided in this chapter shall be used with the allowable stress design load combinations specified in Section 1612.3 . 2001.2 Alloys . The use of aluminum alloys and tempers other than those ...
Page 2-184
... allowable compressive stress . The cross section of a compression member may be composed of several thin elements , for which allowable stresses are determined by Specification 8 , 9 or 10 of Table 20 - I - C . The allowable com- pressive ...
... allowable compressive stress . The cross section of a compression member may be composed of several thin elements , for which allowable stresses are determined by Specification 8 , 9 or 10 of Table 20 - I - C . The allowable com- pressive ...
Page 2-184
... ALLOWABLE STRESS , Fab ksi ( MPa ) Fab - ΠΕ na ( 1.6b / t ) 2 πΕ = ab na ( 5.1b / t ) 2 15 ΠΕ 18 F = ab na ( 0.67h ... allowable compressive stresses given in Specifications 9 , 15 , 16 , 18 and 19 of Table 20A - I - C may result in ...
... ALLOWABLE STRESS , Fab ksi ( MPa ) Fab - ΠΕ na ( 1.6b / t ) 2 πΕ = ab na ( 5.1b / t ) 2 15 ΠΕ 18 F = ab na ( 0.67h ... allowable compressive stresses given in Specifications 9 , 15 , 16 , 18 and 19 of Table 20A - I - C may result in ...
Contents
Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
Copyright | |
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1998 CALIFORNIA BUILDING accordance with Section Adopt entire UBC agency allowable stress Allowable Stress Design anchor bolts anchorage ASTM axial load bars beam braced frames building official calculated CALIFORNIA BUILDING CODE chapter column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection deformed design strength determined diameter diaphragm distance DOSH earthquake edge effective elements exceed factored flange flexural members foot Formula greater grout horizontal joint lateral forces less live load load combinations materials maximum ment minimum mm² mortar Nonbuilding structures nonprestressed OSHPD percent permitted plate pounds per square ratio requirements of Section seismic forces Seismic Zones shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel stiffener structural Table tensile thickness tion torsion UBC Standard Uniform Building Code vertical welded width wire yield strength