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Company : Ladera Engineering Group Dec 19, 2022 <br />11:41 AMDesigner : KD <br />Job Number : 22.102 Checked By:_____ <br />Model Name : LSSNA01229A - Saint Anne <br />Load Combinations (Continued) <br />Description So...P... S... BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac... <br />135 1.2DL + 1.5Lm + 1Wm...Yes Y DL 1.2 17 1.5 2 .086 3 .05 5 .1 <br />136 1.2DL + 1.5Lm + 1Wm...Yes Y DL 1.2 17 1.5 2 .071 3 .071 6 .1 <br />137 1.2DL + 1.5Lm + 1Wm...Yes Y DL 1.2 17 1.5 2 .05 3 .086 7 .1 <br />138 1.2DL + 1.5Lm + 1Wm...Yes Y DL 1.2 17 1.5 2 3 .1 8 .1 <br />139 1.2DL + 1.5Lm + 1Wm...Yes Y DL 1.2 17 1.5 2 -.05 3 .086 9 .1 <br />140 1.2DL + 1.5Lm + 1Wm...Yes Y DL 1.2 17 1.5 2 -.071 3 .071 10 .1 <br />141 1.2DL + 1.5Lm + 1Wm...Yes Y DL 1.2 17 1.5 2 -.086 3 .05 11 .1 <br />142 1.2DL + 1.5Lm + 1Wm...Yes Y DL 1.2 17 1.5 2 -.1 3 4 -.1 <br />143 1.2DL + 1.5Lm + 1Wm...Yes Y DL 1.2 17 1.5 2 -.086 3 -.05 5 -.1 <br />144 1.2DL + 1.5Lm + 1Wm...Yes Y DL 1.2 17 1.5 2 -.071 3 -.071 6 -.1 <br />145 1.2DL + 1.5Lm + 1Wm...Yes Y DL 1.2 17 1.5 2 -.05 3 -.086 7 -.1 <br />146 1.2DL + 1.5Lm + 1Wm...Yes Y DL 1.2 17 1.5 2 3 -.1 8 -.1 <br />147 1.2DL + 1.5Lm + 1Wm...Yes Y DL 1.2 17 1.5 2 .05 3 -.086 9 -.1 <br />148 1.2DL + 1.5Lm + 1Wm...Yes Y DL 1.2 17 1.5 2 .071 3 -.071 10 -.1 <br />149 1.2DL + 1.5Lm + 1Wm...Yes Y DL 1.2 17 1.5 2 .086 3 -.05 11 -.1 <br />Envelope Joint Reactions <br />Joint X [lb] LC Y [lb] LC Z [lb] LC MX [lb-ft] LC MY [lb-ft] LC MZ [lb-ft] LC <br />1 N1 max 227.587 38 513.222 34 311.701 34 0 149 377.232 46 0 149 <br />2 min -227.587 46 -208.256 58 -183.605 58 0 1 -377.232 38 0 1 <br />3 N3 max 224.863 54 515.67 42 183.295 50 0 149 374.627 62 0 149 <br />4 min -224.863 62 -205.246 50 -311.074 42 0 1 -374.627 54 0 1 <br />5 N5 max 10.599 54 9.668 49 10.599 50 0 149 0 149 0 149 <br />6 min -10.599 46 4.778 50 -10.599 42 0 1 0 1 0 1 <br />7 N7 max 10.599 54 9.668 49 10.599 50 0 149 0 149 0 149 <br />8 min -10.599 46 4.778 50 -10.599 42 0 1 0 1 0 1 <br />9 N6 max 10.599 54 9.668 49 10.599 50 0 149 0 149 0 149 <br />10 min -10.599 46 4.778 50 -10.599 42 0 1 0 1 0 1 <br />11 N8 max 10.599 54 9.668 49 10.599 50 0 149 0 149 0 149 <br />12 min -10.599 46 4.778 50 -10.599 42 0 1 0 1 0 1 <br />13 Totals: max 493.923 38 450.529 34 493.925 34 <br />14 min -493.923 46 222.649 50 -493.925 58 <br />Envelope AISC 15th(360-16): LRFD Steel Code Checks <br />Member Shape Code C...Loc[in] LC Shear ...Loc[in] Dir LC phi*Pnc [...phi*Pnt [lb]phi*Mn y...phi*Mn z...Cb Eqn <br />1 MP1 PIPE_2.0 .396 48 46 .110 72 46 14916.096 32130 1871.625 1871.625 1....H1-1b <br />2 M2 PIPE_2.0 .325 14 42 .054 0 42 31609.91 32130 1871.625 1871.625 1....H1-1b <br />3 M1 PIPE_2.0 .322 14 34 .053 0 34 31609.91 32130 1871.625 1871.625 1....H1-1b <br />Envelope AISI S100-16: LRFD Cold Formed Steel Code Checks <br />Member Shape Code ... Loc[in] LC Shear ...Loc[in] Dir LC phi*Pn[lb]phi*Tn[lb]phi*Mny...phi*Mnz...phi*V...phi*V... Cb Eqn <br />1 U1 P1000 .027 9 42 .004 0 y 49 12766.27 16483.5 421.655 670.444 2300....4601....1.292 H1.2-1 <br />2 U2 P1000 .027 9 42 .004 0 y 49 12766.27 16483.5 421.655 670.444 2300....4601....1.292 H1.2-1 <br />RISA-3D Version 17.0.4 Page 6 [Z:\...\...\...\...\...\...\04-Structural\Analysis\LSSNA01229A_loaded.r3d] <br />1344 3%4 S Main <br />St WCC01 - <br />10111364403/23/23