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46 of 234 <br />Thornton Tomasetti <br />t 1 <br />i ' <br />01 3 1 f <br />Beam Information <br />THE TORSION MODIFIER FOR PERIMETER BEAMS HAS <br />BEEN REDUCED TO PROMOTE FRAME ACTION IN THE <br />DIRECTION OF LOADING AND LIMIT OUT-OF-PLANE <br />(NON-FRAME) ACTION, <br />Object ID <br />Story Label Unique Name <br />Level 3 B167 193 /-- <br />RECOGNIZING OVERLAP BETWEEN THESE BEAMS THE <br />THE GREEN 'PANELED' COLUMNS. THE OUT-OF-PLANE <br />BENDING RESISTANCE. 122. HAS BEEN REDUCED TO <br />AVOID DOUBLE-COUNTING STIFFNESS. THEREFORE <br />THE COLUMNS ALONE WILL PROVIDE RESISTANCE IN <br />THIS DIRECTION. <br />Object Data (-fl-hY-Y-7XXXCON--NO j <br />>'- EXPECTING MINIMAL STRONG-AXIS CRACKING IN THEGeomely Ass,gnr-ents 1 Loads- De=gn L DEEP MOMENT FRAME BEAMS. 133 HAS BEEN < <br />, b ADJUSTED TO FOLLOW ACI 318-14 <br />Section Property Fen-eter Bea- 1/ (,-RECOMMENDATIONS FOR UNCRACKED MEMBERS. . <br />• Property Modifiers T: 122:133 kt 41 -rArea 1 <br />.As2 1 Rev 1 0/2/2018 <br />As3 1 <br />r 1Torsionw. 1 RIGID ZONE OFFSETS AND FACTOR FOLLOWING <br />122 C.25 -ASCE41-13 CH. 10 RECOMMENDATIONS <br />133 C7 - <br />Mass 1 <br />Weight 1 87End Releases None <br />• End Length Offsets Use- Spec f es'PERIMETER BM L3' <br />Auto from Connectivi Nc <br />End I (inl 12.5 <br />End J fin]125 <br />4?Rgid Zone Factor 3 5 ,-- -- <br />Self Weight Option E <br />Insertion Point EF 31 12- Cent'od wrth offset <br />Output Stations Max Stator Spacng 1»- -- <br />Local Axis 2 .Angle :deg; Defau i .I- I <br />Spnngs None Y. <br />I in- f.her lk,2 410 n A b <br />Section Property .2 .....: .1 TSection property assigned to the frame object -T <br />OK Cancel -- -- -- <br />3. ' 0·: <br />-r- <br />t- 2'-0. _q <br />ETABS MODEL <br />TYPICAL PERIMETER FRAMING AT L3 <br />CROSS SECTION <br />GEOMETRY