California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-116
... factored end moment on compression member , always positive . minimum value of M2 . factored end moment on compression member at the end at which M2 acts , due to loads that cause no appreciable sidesway , calculated using a first ...
... factored end moment on compression member , always positive . minimum value of M2 . factored end moment on compression member at the end at which M2 acts , due to loads that cause no appreciable sidesway , calculated using a first ...
Page 2-139
... factored moment Positive factored moment 0.65 0.35 1913.6.3.3 In an end span , total factored static moment M , shall be distributed as follows : ( 3 ) ( 4 ) ( 5 ) Slab without Beams between Interior ( 1 ) ( 2 ) Slab with Supports Beams ...
... factored moment Positive factored moment 0.65 0.35 1913.6.3.3 In an end span , total factored static moment M , shall be distributed as follows : ( 3 ) ( 4 ) ( 5 ) Slab without Beams between Interior ( 1 ) ( 2 ) Slab with Supports Beams ...
Page 3
... factored loads , or related internal moments and forces . u = bond stress per unit of surface area of reinforcing ... factored distributed lateral load . M = design moment , inch - pounds ( N · mm ) . DS Ma = maximum moment in member at ...
... factored loads , or related internal moments and forces . u = bond stress per unit of surface area of reinforcing ... factored distributed lateral load . M = design moment , inch - pounds ( N · mm ) . DS Ma = maximum moment in member at ...
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