California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-158
... connection shall be fully developed between the connection and the beginning of nonlinear action region . Lap splices are prohibited within connections adja- cent to a joint . 1921.2.7.3 Design forces . Design strength of strong connections ...
... connection shall be fully developed between the connection and the beginning of nonlinear action region . Lap splices are prohibited within connections adja- cent to a joint . 1921.2.7.3 Design forces . Design strength of strong connections ...
Page 2-184
... connections shall be classified according to strength capacity as follows : Type 1 splice . Mechanical connections meeting the require- ments of Sections 1912A.14.3.4 and 1912A.14.3.5 . Type 2 splice . Mechanical connections that ...
... connections shall be classified according to strength capacity as follows : Type 1 splice . Mechanical connections meeting the require- ments of Sections 1912A.14.3.4 and 1912A.14.3.5 . Type 2 splice . Mechanical connections that ...
Page 8
... Connections : Base plates that develop the strength of the members or structural systems = 0.90 Welded connections that do not develop the strength of the member or structural system , including connection of base plates and anchor ...
... Connections : Base plates that develop the strength of the members or structural systems = 0.90 Welded connections that do not develop the strength of the member or structural system , including connection of base plates and anchor ...
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