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0 <br />Single Column, <br />length of the cantilever, <br />Load on the member, <br />Moments, <br />—W 2 <br />Mnegative_Cantilever_2 — 2 • lcantilever_2 — —4.169 ft • kip <br />I, :=10.667 ft <br />12 := 6.833 ft <br />wcantilever area -load • 18.742 ft = 0.731 kl f <br />M wcantilever • l 2--41.611 ft • kip <br />negative_1 '— — 2 1 <br />wcantilever • l t • ki 2 <br />M ——17.074 <br />negative_2 2 2 — f p <br />From solving the reactions in the beam members to the column ends, <br />RA := 8.3 kip MA'=Mnegative_SS—Mnegative_Cantilever_2 =—25.852 ft • kip <br />RB :=10.91 kip MB '=Mnegative_SS—Mnegative_Cantilever_1 =—16.117 ft • kip <br />RC :=12.8 kip MC '=Mnegative_1—Mnegative_2 ——24.536 ft • kip <br />Maximum Axial forces onto the column, (Assuming Column A and B are in the long <br />direction and Column C is the single column) <br />From solving the reactions <br />from the members, <br />RA 8.3 <br />Axial Force := RB = 10.91 kip <br />RC 12.8 <br />MA <br />—25.852 <br />Moments := <br />MB <br />=—16.117 <br />f t • kip <br />MC <br />—24.536 <br />(10+1) kip <br />0.6 • <br />HA <br />2 <br />0.6•�10+1) kip <br />3.3 <br />Lateral Force, <br />HB <br />:_ <br />= <br />3.3 <br />kip <br />HC <br />2 <br />0.4•(10+1) kip <br />4.4 <br />9 of 10 <br />