Peaction force of Support Fr FS15 V2.2 Equilibrium Equm Fi FA Fr Fix - F2x =0 Fiy+ Fzy-2-2-0 Fix Sin 30 Fry-Fi Cas 30 R & S e 15 Here is the problem question below FFS 15 Foy FC 15 apply to Ege'n Egnation: X-axis: FS 30-FS 150 y-ans: F30+F5-2-20 055-0-26-05 0-87 Fi+0-47-2-2 0.87 (+0.972-2 1-42 F2-21-55 lb. FixFF=0-81 lb. Experimental & Theoretical analysis of two member trass subject to load of > F Fi 0.44 lb as shown. F R. Fisher Fz The