California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-120
... computed according to Section 1910.13.4 . 1910.13.4 Calculation of 8 , M ,. 1910.13.4.1 The magnified sway moments & M , shall be taken as the column end moments calculated using a second - order elastic analysis based on the member ...
... computed according to Section 1910.13.4 . 1910.13.4 Calculation of 8 , M ,. 1910.13.4.1 The magnified sway moments & M , shall be taken as the column end moments calculated using a second - order elastic analysis based on the member ...
Page 2-125
... computed by : For SI : 50 bus Av = ( 11-13 ) fy bus Av = 0.34 fy where by and s are in inches . 1911.5.5.4 For prestressed members with effective prestress force not less than 40 percent of the tensile strength of flexural re ...
... computed by : For SI : 50 bus Av = ( 11-13 ) fy bus Av = 0.34 fy where by and s are in inches . 1911.5.5.4 For prestressed members with effective prestress force not less than 40 percent of the tensile strength of flexural re ...
Page 2-184
... computed in accordance with Sections 1911A.4.2.1 and 1911A.4.2.2 where Vc shall be the lesser of Vei or Vew 1911A.4.2.1 Shear strength Vei shall be computed by Va = 0.6 √ƒ'cbnd + V1 + d V , Mcr Mmax ( 11A - 10 ) V1 Mer M. max bad ( 11A ...
... computed in accordance with Sections 1911A.4.2.1 and 1911A.4.2.2 where Vc shall be the lesser of Vei or Vew 1911A.4.2.1 Shear strength Vei shall be computed by Va = 0.6 √ƒ'cbnd + V1 + d V , Mcr Mmax ( 11A - 10 ) V1 Mer M. max bad ( 11A ...
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