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38 of 234 <br />Thornton Tomasetti <br />»lal Lipt-1-d 111 1 1-4 1 I 1 -h... .1--r< L 1:9.1 1 1 -i. 1 -=4% 1%4 -7. <br />tA Material Property Data is - -3333%ills/35--1.- 0 <br />General Data <br />Material Name A615G·6: <br />Material Type Rebar v 4<2 , h Material Property Design Data <br />Directional Symmetry Type Uniadal Z> <br />Material Name and Type <br />Material Display Color Change 4*- Material Name A615Gr60 <br />Matenal Notes Modify/Show Notes <br />Material Weight and Mass <br />e Specify Weight Density <br />Weight per Unit Volume <br />Mass per Unit Volume <br />--- Mechanical Property Data <br />Modulus of Elasticity. E <br />Specity Mass Density <br />43S lb:'fti <br />15.23 lb-si'ltd <br />lb·ln; <br />Matenal Type Rebar. Untaidal <br />Design Properties for Rebar Materials <br />Minimum Yield Strength, Fy <br />Minimum Tensile Strength, Fu 3 L www <br />Expected Yield Strength, Fye wvwwv <br />Expeded Tensile Strength, Fue <br />lb..ini <br />lb.''ini <br />lb.,ini <br />lb,·in; <br />Coefficient of Thennal Expansion, A w Wwvww '.0 - <br />A -A--C.1 /F <br />Design Property Data <br />Modify/Show Material Property Design Data . <br />Advanced Matenal Property Data <br />Nonlinear Makedal Data.Material Damping Properbes <br /> Cancel <br />OK Cancel <br />/. <br />:R.L.-61.6 A <br />STEEL REINFORCEMENT IS DEFINED WITH THE MATERIAL <br />PROPERTY "A615Gr60" <br />ETABS MODEL <br />HARDNESS TESTS AT LOCATIONS WHERE CONCRETE COVER WAS <br />CHIPPED TO EXPOSE BARS DETERMINED THAT GRADE 60 <br />REINFORCEMENT WAS CONSERVATIVELY APPROPRIATE. <br />MATERIAL DEFINITION <br />-STEEL REINFORCEMENT <br />OK