California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-184
... effective value of L / ry substituted in the formulas for allowable stress . Lb EA2 WHERE : β Effective = 2.7 4 / Blyc = spring constant [ transverse force in kips applied to a 1 - inch ( 25.4 mm ) length of the member at the compres ...
... effective value of L / ry substituted in the formulas for allowable stress . Lb EA2 WHERE : β Effective = 2.7 4 / Blyc = spring constant [ transverse force in kips applied to a 1 - inch ( 25.4 mm ) length of the member at the compres ...
Page 13
... effective stiffness at the design dis- placement . 1665.2.6 Maximum and minimum vertical load . Isolator units that carry vertical load shall be statically tested for the maxi- mum and minimum vertical load , at the total maximum ...
... effective stiffness at the design dis- placement . 1665.2.6 Maximum and minimum vertical load . Isolator units that carry vertical load shall be statically tested for the maxi- mum and minimum vertical load , at the total maximum ...
Page 98
... effective November 28 , 2001 . 12. ( OSHPD 6/99 ) Hospital Patient Room Window Opening . Amend Section 420.7 . Approved as submitted by the California Building Standards Commission on May 24 , 2000. Publication date May 30 , 2001 , ...
... effective November 28 , 2001 . 12. ( OSHPD 6/99 ) Hospital Patient Room Window Opening . Amend Section 420.7 . Approved as submitted by the California Building Standards Commission on May 24 , 2000. Publication date May 30 , 2001 , ...
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