2m zm Wo=21N Mo=3kNm " To Calculate a Free - body Diagram for the beam and two useful equilibrium equations MA MA 7 wo - m to Lo B е Firot equation ER =0 RA+RcZ wolo
MA O A+ Wolot +Mo-Rex 4 = 0 MA= 4Rc-Walo²_Mo KN mm D Breakdown for the, Beam into a minimum d. 3 cases with clear indication of either deflections, slopes to be used in compatibility equation. A I am B am. c Rc VMO
(x=L, Y OEM:0wxvM 0 M=- wx? [x= Lino] EI : ME-fwx? El - (Wx + c Ex [x=, 0) 0 = -5WL + C, C, - ŚwL3 EI -Ćwxá + WLS EIy - wx* + 6 w L’x + C [x=b, yoo! 0:- wľ + & WK+CZ O C2-(8-)W = WL" (a) Elastic curve. y -- EI x' – 44**-+ 3{"> Bol yerso: Select the best you were to get (c) Ex=0: selon enter a
In mod end +) My = 0: Mo-M=O MEMO - L x=0, y=0] [x-u sto] EI - Me EI = Max + C. Ely = Max* + C, % + C, [x=0, 0] 0:0+C, C; = 0 KL-X - 0 Ely: $MX+C [2=0, y =o) (Elastic curve. Ce=0 0:0+ Ca y: 201 M70 Max EI @ ZL. Yo = Me Le ML? ZEI (b) ye nal. con la exL. Dames
DEM0: M P(L-x) = 0 M : - P (L-x) [x=0; y=o] [x=0, 0] a. L-X- EI - P(t-x), - PL + Px EI - PLx + $ PX+C [x=0, o] 0:0010-C. C0 Ely: - PLx* * $ PX + C.x + Co 0:-0+0+0+C, C=0 yo-pa (31-) [x= 0, y:o] (a) Elastic curve. (b) y @ xol. Yo = - (3L-L): - Play (c) mexsli on (22-) -
c from the derived formulas • Dueto Moment Mo A = MOLE REI • Due to Single point ļoad Rc 3EI I • Due to UDL at point a wo AB= Wolf 8EI B = WOL GEI I WOLT प
d) To Cakulate the reaction at pocntc. - Adnet zo is extra equation a so -Ac + I WOLAB = RBX LAC TEX SEX Mol. 2 MOLAC + 24 Subsituting Mo = 3 kNm LAC = 4m wo = 2 kN/m 3842 + 22x2x16 = Rexhep 24 + 28 = RBX G4 RB - 29 KN = 1.5625 KN- Answer