California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-184
... load fac- tor of 1.4 and be added to all loading combinations that include live load . 1909A.2.6 If resistance to ... axial load , shear and tension , shall be taken as the nominal strength cal- culated in accordance with requirements ...
... load fac- tor of 1.4 and be added to all loading combinations that include live load . 1909A.2.6 If resistance to ... axial load , shear and tension , shall be taken as the nominal strength cal- culated in accordance with requirements ...
Page 2-184
... axial load at given eccentricity ≤ Pn . Pu Q = stability index for a story . See Section 1910A.11.4 . r Vu = radius ... axial dead load to the total factored axial load . = ( b ) for sway frames , except as required in Item 3 , ẞd is ...
... axial load at given eccentricity ≤ Pn . Pu Q = stability index for a story . See Section 1910A.11.4 . r Vu = radius ... axial dead load to the total factored axial load . = ( b ) for sway frames , except as required in Item 3 , ẞd is ...
Page
... axial load , the value of shall be determined from Formula ( 8-1 ) : Φ Pu = 0.8- Aef'm and 0.60 ≤ 0.80 ( 8-1 ) Pu = Φ 0.85 ( 8-4 ) Ae m 2108.1.4.4.2 Shear . Shear : = 0.80 . 2108.1.4.5 Anchor . Anchor bolts : = 0.80 . 2108.1.4.6 ...
... axial load , the value of shall be determined from Formula ( 8-1 ) : Φ Pu = 0.8- Aef'm and 0.60 ≤ 0.80 ( 8-1 ) Pu = Φ 0.85 ( 8-4 ) Ae m 2108.1.4.4.2 Shear . Shear : = 0.80 . 2108.1.4.5 Anchor . Anchor bolts : = 0.80 . 2108.1.4.6 ...
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