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888 N Main St - Soils Report
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888 N Main St - Soils Report
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Last modified
6/23/2022 1:33:53 PM
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6/23/2022 1:33:29 PM
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Soils Report
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888 N Main St
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48 of 234 <br />Thornton Tomasetti <br />rh Beam Information i| <br />Objed ID <br />THE SECTION OF 'PERIMETER BEAM L3' CAPTURES <br />THIS 24"X30" BEAM SPECIFICALLY FOR STRONG-AXIS <br />BENDING. 133. THEREFORE IT IS EFFECTIVELY SET TO <br />ZERO HERE AS TO NOT DOUBLE COUNT ITS <br />STRONG-AXIS FLEXURAL CONTRIBUTION. <br />Story Label Unique Name /--HOWEVER. 122 FOR THE'PERIMETER BEAM L3' <br />Wing Roof B17 1470 MEMBER IS SET LOW SO THE OUT-OF-PLANE <br />RESISTANCE HERE NEEDS TO BE INCLUDED (0.7) <br />THIS OUT-OF-PLANE STIFFNESS HELPS THE COLUMN <br />RESIST ANY MOMENTS INDUCED BY THE OFFSET AT <br />Object Data <br />L3 AND HELP TIE THE 'T COL' MEMBERS TOGETHER. <br />Geometry Ass,gn-ents Loads 1--bes,gn <br />• A.,Ireds 1 . <br />Section Property 24)[ouc>earT' 2 SIMILAR TO ADJUSTING 133 ABOVE. THE FLEXURAL• Property Modifiers 122,133 STIFFNESS AND STRENGTH OF THIS 24"X30" BEAM IS <br />Area 1 ALREADY CAPTURED BY 'PERIMETER BEAM L3'. TO <br />.Asl 1 ENSURE THIS ACTION IS NOT DOUBLE-COUNTED. <br />As3 1 AXIAL FORCES (P) ARE RELEASED IN THIS MEMBER <br />Torsion 1 <br />122 <br />133 C.jj:-1 <br />Mass 1 <br />Weight <br />End Releases <br />24x30BEAM'End Length Offsets Autc <br />Insertion Point 'OF 91 8 - Top Cente' <br />Output Stations Max Staton Spaang <br />Local.Axis 2 Angle (deg} Defaul <br />Sp,ings None <br />Line Mass lb-520·111 C <br />TC Limits None <br />Spandrel None <br />Matenal Overwrrte None <br />Auto Mesh Type at Fo:nts'L nes'Eage- <br />In,-4, irl.2 in An,h,„r /,4.,h V. <br />Property Modfiers <br />Property modifiers for the frame obied <br />OK Cancel <br />ETABS MODEL <br />TYPICAL PERIMETER FRAMING AT L3
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