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Tomasetti <br />i' 1 1 1...1---' 1 1 lilli ·· 1i' <·'3 93»Pi·cce,t)- 5'3,7 <br />General Data <br />11 11 <br />Matelial Name -I: =U.-W <br />1 11! <br />Matenal Type her'3,V r h Material Prcpertv Design Data <br />DiRctiona! S>mnietry Type Uniagal <br />Matenal Name and T*eNiaterial Llisplay Color 'Change.. C <br />Material Notes Modt.'Show Notes, Matenal Name AE 15Gr50 <br />1 ... 11 <br />1 1 - t:. <br />10.1- 1 11li I' <br />1111 11 <br />11 11 <br />'11 4 <br />t. i- - ij - jit <br />*1 <br />Matenal 0;eight and Mass <br />o Specify Weight Densit' <br />*'eight per LInit V'olume <br />Mass per Unit %/olume <br />Mechanical Property Data <br />Modulus of Basticity, E <br />Specify Mass Densiri <br />lb.,ft: <br />15.23 lb-szft' <br />...Dww.v...Ib ·in Z <br />Material Type Rebar, Uniagal <br />Design Propert,es for Rebar Matenals <br />Minimum 'Yield Strength, Fy 4,1 1-4 lb:in= <br />Minimum Tensile Strength, Fu b.-·ln: <br />Expected 'rield Strength, Fye lb.·1112 <br />E>pected Tensile Strength. Fue lb: ine <br />Coeffjcient of Thermal Expansion, A <br />-I---------1/F <br />Design Property Data <br />Modify/Show Material Property Design Data.. <br />.Advanced Material Property Data <br />Nonlinear Material Data.Material Damping Properties. <br />OK ; Cancel I <br />'. 1 <br />OK 1 Cancel <br />1. A. 1M <br />1521 <br />' KN <br />STEEL REINFORCEMENT IS DEFINED WITH THE MATERIAL <br />PROPERTY "A615Gr60" <br />ETABS MODEL <br />MATERIAL DEFINITION <br />-STEEL REINFORCEMENT <br />HARDNESS TESTS AT LOCATIONS WHERE CONCRETE COVER WAS <br />CHIPPED TO EXPOSE BARS DETERMINED THAT GRADE 60 <br />REINFORCEMENT WAS CONSERVATIVELY APPROPRIATE. <br />Fam*%-