solve, show all steps and fbd. do not provide copied answer or I will report Do problem 12 -22 using double integration. Also find how much additional deflection is added (to the max) if we account for the beam self-weight. Find this additional deflection using the table in appendix C. mechanics of materials chapter 12 (integration of moment)= theta, and integration of theta = v 13.5814VυvVL201APPENDIXCVV01Simply Supported Beam Slopes and DeflectionsBeamSlope-0₁L--0₁aL2교WOmaxL-L-max max02LL2PVmax+-bL20₂02Wo10₂ MoXWX-XXXX0₁02020₁0₂0₁ =Omax0 max=02==0₁====SLOPES AND=DEFLECTIONS OFBEAMS=-Pab(L + b)6EIL=Pab(L + a)6EIL-PL²16EI-MOL6EIMOL3EI-wL24EI-3wL³128EI7wL³384EI-7woĽ³360EIWOL³45EIV01.-01x=a=DeflectionUmaxVUmax- Pba6EIL=-Mo L²9√/3 EIat x = 0.5774L=Vmax|x=L/2²([² - 6² - a²)=-PL³48EI-5wL4384EI=-5wL4768EISSVmax = -0.006563at x = 0.4598LVmax = -0.00652-at x = 0.5193LWL4EIWOL4EIV =- Px48EI0 ≤ x ≤ L/2V =V==0≤x≤ aV =Elastic CurveV=-Pbx6EILV =V==(31²-WX384EI-Mox6EIL-WX24EI(L² − b² − x²)0≤x≤L/2-wL384EI-4x²)(x³ - 2Lx² + L²³)L/2 ≤ x foream'srcularsdiameter ofe seyA6 kN•mA-Xgrad avand ordeniominellet bus 900is1.5 mX8 kNCProb. 12-2112-22. Determine the elastic curve for the cantileveredW14 x 30 beam using the x coordinate. Specify the maximumslope and maximum deflection. E = 29(10³) ksi.9 ft1.5 mProb. 12-22B6 kN•mHT3 kip/ftBA12-2loadvertmax

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Do problem 12 -22 using double integration. Also find how much additional deflection is added (to the max) if we account for the beam self-weight. Find this additional deflection using the table in appendix C. mechanics of materials chapter 12 (integration of moment)= theta, and integration of theta = v

Do problem 12 -22 using double integration. Also find how much additional deflection is added (to the max) if we account for the beam self-weight. Find this additional deflection using the table in appendix C. mechanics of materials chapter 12 (integration of moment)= theta, and integration of theta = v

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.9.7P: The cantilever beam A CB shown in the hgure is subjected to a uniform load of intensity q acting...

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