Damage and repair assessment of Route 980, Bent #38
M. J. N Priestley, Frieder Seible, California. Dept. of Transportation. Office of Structures Design, University of California, San Diego. Dept. of Applied Mechanics and Engineering Sciences
University of California, San Diego, Dept. of Applied Mechanics and Engineering Sciences, 1989 - Reference - 24 pages
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003 TOTAL STEEL 15886 COMPRESSION STEEL 18 bars 1a,b and 2b 55214 TENSION STEEL 980 southbound connector ACI ANALYSIS OUTPUT ACI RECTANGULAR COLUMNS ANALYSIS OUTPUT APPLIED APPLIED AXIAL LOAD AXIAL LOAD kN bend CalTrans cap joint CAPACITY kNm column top COMPRESSION STEEL AREA compression stress compression struts develop CONCRETE STRAIN cover concrete CURVATURE damage development length diagonal joint shear dowels EDSEP-FFRM equivalent base shear existing concrete EXTREME STEEL STRAIN flexural strength FORCES FRAME MEMBER FRAME MEMBER END girder grouting hinge horizontal joint shear joint region joint shear cracks joint shear reinforcement joint shear stress kip ft low ultimate strain MEMBER END FORCES MEMBER FORCES FRAME Negative Moment Fig NEUTRAL AXIS DEPTH October 17 OUTPUT APPLIED AXIAL PERCENTAGE OF STEEL possible repair rebar repair measures Route 980 southbound SHEAR AXIAL TORQUE shear capacity SIDE STEEL AREA STEEL AREA sq Structural Engineering TENSION STEEL AREA TOTAL STEEL AREA