Question

-Lot Wo=2 KM ow - L=4mL0=2 M=3

a)Free-body Diagram for the beam, and TWO useful equilibrium equations

b) breakdown for the beam, into a minimum of 3 cases , with
clear indication of either deflections, and slopes (angles) to be used in following compatibility
equation

c) Write compatibility equation, and values of deflections or angles as they are obtained from textbook-
formulas

d)Solution for extra-unknown-reaction, including required algebra in compatibility equation:

e)Solutions for the rest of unknown-reactions, from part d above-solution and equilibrium equations of part a

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Answer #1

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 toMA 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(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* +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; = 0DEM0: 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 Ec 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=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 Su

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