Laserfiche WebLink
39 of 234 <br />Thornton Tomasetti <br />th Frame Section Property Data 23 I h Frame Section Property Reinforcement Data 23 <br />General Data Design Type Rebar Matenal <br />Prope,ty Name 24%2420 16_#11 <br />-..... <br />Material 4000P, .2A <br />.. <br />Notional Size Data Mod4/Show Notional Size 3 <br />Display Color .<.Change <br />Notes Modify/Show Notes. <br />o P-M2-M) Design IColumn)Longitudinal Bars A615Gr60 7 CJ <br /> - M3 Design Only (Beam)Confinement Bars (Ties)A61560 - <br /> Reinforcement Configuratio Cor#inement Ba Check,·'Design <br />e Rectangular e Reinforcement to be Checkede Ties <br />Circular Reinforcement to be Designed <br />..... <br />Shape Longitudinal Bars <br />Section Shape Conclete Rectangular I Clear Cover for Confinement Bars 1.5 in <br />Sedion Property Source Modly/Show Modifie,3. Number of Long#udinal Bars Along 3-dir FaceNumber of Longitudinal Bars .Along 2-dir Face 5Source: User Defined Property Modifiers <br />Longitudinal Bar Size and Area #11 -|_|156 in- <br />Section Dimensions Cun-ently Default Comer Bar Size and .Area #11 VII.-1 1 c A Inz <br />Depth in <br />Reinforcement <br />Width - in <br />Moddy/Show Rebar |Cor#inement Bars <br />ineConfinement Bar Size and Area #4 v .6 <br />Longitudinal Spacing of Confinement Bars (Along 1 -Ads) 12 in <br />Number of Confinement Bars in 3-dir 3 <br />Number of Confinement Bars in 2-dir 3 <br />OK <br />Show Section Properties Cancel 1 CancelOK I <br />ETABS MODEL <br />FIELD MEASUREMENTS AND GPR RESULTS INDICATE THAT THE <br />BASE PERIMETER COLUMNS ARE 24"X24" AND CONTAIN AN <br />ARRANGEMENT OF 16#11 VERTICAL BARS. AFTER RUNNING THE <br />ANALYSIS, THE SOFTWARE CAN PERFORM DESIGN CHECKS TO <br />DETERMINE COLUMN AXIAL-BIAXIAL BENDING DCR RATIOS AND <br />3-D INTERACTION CURVES. <br />BASE COLUMN SECTION PROPERTY