Please help me with this one. You can use the 2nd photo as reference.Subject: Strength of materials T2-Two steel springs aranged in series support a9rad p. Te úpper spring has 12 turns y as- mm-diameter ire an aThemean radius of I0omm.o wer spring consists 0 turns 7 20-mm-diameterwire on a mean ra dding4 75MM. If the maximummust notshearing stres in the enther spriyexce ed a00 Mpa, Computi the maximum valne 7ard the titul elirgation the assenbly.Eg. 3-10 ard G = &3 G Pa. Conpuute eguivalent springconstant by dividing the load by tRe to tal elngation.Prawing:%3DSpring B200=16 P(aS 4(7:5)-1Spriy An= 12 turns6.615T(a0) 4(73)-4R= 100 mm7.5P=3496.291N*: Use P-3498.391'To tal elongationSpringBn= 10 turrlsR=75mmm= 2R-201)R.7.564 PR°Nदबन(64PRNGatReg'd:ai PmaxSolution1GPR (4M-1+0.G65) E4G43498.29!!13-/087=158.991mmSpring A:4(8)KepuimketP- 5182.301N3498 391753.991 mmKaquivalente 22.7/8 mmWww Gituation HIA lond P is supported bytwo concentric steel springsThe inner spring coneietsH 3a turns rf 20-mm-dia meter mire on amean diameter f 160 mm;The outer spring has2o turns 4 30-mm- wireon a mean diameter,"220 mm. Determine themaximum load that willhof exceed a shearing84ress 4 140 mpa in eitkerspring. G = 83GPa,3-9Det. aks the sprngdeflection

Answered: Image /qna-images/answer/daafcc7a-a92c-4bce-bbb1-7b4d59c5a9ca.jpg

Situation HI A lond P is supportek by two concentric steel &prings The inner spring coneiets H 3a turns f 30-mm- dia meter mire on a mean diameter f 160 mam; The outer spring has 20 turns 4 30-mm- on a mean diameter 220 mm. Determine the maximum load that will hof exceed a thearing 84ress 4 140 mfa in eitkey priy. る wire spriry. G = 83GPA de Eg.3-9- Det. aks tle spring deflection." ド- 6 PR (it)

Situation HI A lond P is supportek by two concentric steel &prings The inner spring coneiets H 3a turns f 30-mm- dia meter mire on a mean diameter f 160 mam; The outer spring has 20 turns 4 30-mm- on a mean diameter 220 mm. Determine the maximum load that will hof exceed a thearing 84ress 4 140 mfa in eitkey priy. る wire spriry. G = 83GPA de Eg.3-9- Det. aks tle spring deflection." ド- 6 PR (it)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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