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37 of 234 <br />Thornton Tomasetti <br />i -1- & L+17-1 1 -1-4-1- 1 -b-i>*5- 1----9-74 <br />-r--1- 1,h Material Property Data <br />I <br />11 General Data <br />Material Name . ,•I I r4-w JUIS- <br />9 Matenal Type <br />Directional Symmetry Type IsotropicIA Define Materials 23 - <br />Material Display Color O-ge 1 <br />Matenals Chet< to 4<1- Material Notes Modly/Show Notes.. | <br />A992Fv5C Add New NIa*enal. 54 <br />17--'-1, 1 Matenal Weight and Mass --rA615Gr€C Add Copy d Mdenal. 1 < <br />4416&270 ;' ' 9 Specify Weight Dens¢y Specify Mass Density ./C <br />2500Ps,Mdy/Show Material . 1 9 <br />142}0:Psi Weight per Unit Volume 15=lb,lti <br />4050:Ps,LW ' <br />Mass per UnR Volume 46.62 tb-szlit' <br />400[F: <br />OK <br />Cancel 1 <br />1 A Material Propert> Design Data 23 <br />Matenal Name and Type <br />Matenal Name 4D00PSI <br />Matenal Type Concrete, Isotropic <br />Des,gn Properties for Concrete Matenals <br />Specified Concrete Compress,ve Strength.fc 336! <br />Ljghtwe,ght Concrete <br />Shear Strength Reduction Factor <br />Mechanical Property Data <br />Modulus of Basticily E 3634396 5 b ini <br />Potsson s Ratio, LI -- <br />Coeffictent of Bernal Expanson. A - I.-Il"CC <br />Shear Modulus, G 1502081 88 lb,in' <br />lb. in- <br />A <br />Design Property Data <br />Modly/Show Mdenal Property Design Data <br />Advanced Matenal Property Data <br />Nonlnear Matertal Data Mierial Dalg Properbes <br />Time Dependert Properties <br />OK I C-,cel <br />6. 1 ./Illjilillillill <br />888 % Main Santa Ana Thornton Tomasetti project # 518003.01 <br />test # sample date dia inch ht strength psi <br />60297 5/8/2018 3 6 3920 <br />60298 5/8/2018 3 5 3830 <br />60299 5/8/2018 3 5 3880 ALL CONCRETE STRUCTURAL MEMBERS IN THE MODEL ARE <br />60300 5/8/2018 3 6 3360 <br />60301 5/8/2018 3 6 3760 DEFINED WITH THE MATERIAL PROPERTY "4000psi" <br />62868 7/11/2018 3 6 3350 <br />62869 7/11/2018 3 4 3290 AS THE COLUMNS ARE THE MAIN ELEMENTS OF INTEREST AND <br />62870 7/11/2018 3 333n THEY ARE FORCE-CONTROLLED ELEMENTS AS DEFINED IN <br />62871 7/11/2018 3 4 3480 <br />62872 7/11/2018 3 4 3790 ASCE41-13 (TABLE (7-1), A LOWER BOUND (Qcl) ESTIMATE OF THE <br />62973 7/11/2018 3 4 3940 STRENGTH SHALL BE USED. PER 7.5.1.3, THIS EQUALS THE MEANETABS MODEL 62974 7/11/2018 3 6 3580 MINUS ONE STANDARD DEVIATION OF THE YIELD STRENGTHS. <br />62975 7/11/2018 3 5 3380 <br />MATERIAL DEFINITION mean =3606.923 mean/0.85 =4243.439 <br />TEST DATA OF CONCRETE CORES EXTRACTED FROM SITE <br />std dev =242.2137 YIELDED THE FOLLOWING VALUES. 3365psi IS THEREFORE USED IN <br />- CONCRETE mean - std dev =3364.709 4 <br />-- THE MODEL AS Qcl. <br />OK I Cancel <br />A