2F/a l'untiopettaja Joona Lindgren F B A 2a aa 2a 4. *** Pilko kuvassa näkyvä tasokehärakenne analyyttistä tarkastelua varten sopiviin osiin ja piirrä osien vapaakappalekuvat. Määritä lisäksi rakenteen leikkausvoima- ja taivutusmomenttikuvio. F = 10 kN ja a = 2 m. Vasemmassa reunassa on rullatuki ja alhaalla jäykkä kiinnitys. Kahden pisteen tehtävä. Huomioi sisäinen nivel.

2F/a l'untiopettaja Joona Lindgren F B A 2a aa 2a 4. *** Pilko kuvassa näkyvä tasokehärakenne analyyttistä tarkastelua varten sopiviin osiin ja piirrä osien vapaakappalekuvat. Määritä lisäksi rakenteen leikkausvoima- ja taivutusmomenttikuvio. F = 10 kN ja a = 2 m. Vasemmassa reunassa on rullatuki ja alhaalla jäykkä kiinnitys. Kahden pisteen tehtävä. Huomioi sisäinen nivel.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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document/d/11ESFR3NHpvVDpT8547vIXvI0DjvEfWbtK6dw 5rC4vU8/edit#heading-h.gjdgxs ormat Tools Extensions Help Normal text 1/ C Calibri Exercise: 1. 1 E 1000 2 11 BIU A O 1000 3 A section of commercial shafting, 2 m long between bearings, carries a 1000N pulley at its midpoint, as shown in Fig. The pulley is keyed to the shaft and receives 30 kW at 150 rev/min that is transmitted to a flexible coupling just outside the right bearing. The belt drive is horizontal and the sum of the belt tensions is 8000 N. Assume K = Kb = 1.5. Calculate the necessary shaft diameter .The allowable shear stress for the shaft is 40 MN/m² . (Ans : 94.8 mm) D O F₁ JE · : 7 F₁+F₂=8000N F2 1
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O LeBron or MJ? X April 8, 2020 – B Lecture 13 – Flc x P CIVENG 2004 ( X CIVENG 2004 f (2) Facebook b o LeBron or M. X O Final_Exam_Pra x E Untitled docum x i dib10bmlvqabco.cloudfront.net/attach/k4x223h5u3g1u2/jp1nfmmkpsy79m/k8swrgggfeqt/Final_Exam_Practice_Problem.pdf 10.54 The smooth concrete-lined channel shown in Fig. P10.54 is built on a slope of 2 m/km. Determine the flowrate if the depth is y = 1.5 m. 6 m Concrete 1.0 m 0.5 m 3 m- 11.60 For a trapezoidal shaped channel (n = 0.014 and slope Sh = 0.0002 with vertical to 1.5 horizontal), determine the normal depth for a discharge of 1000 cfs. 20-ft bottom width and side slopes of 1 Consider the flow under the sluice gate of Fig. P10.84. If yı = 10 ft and all losses are neglected except the dissipa- tion in the jump, calculate y2 and y3 and the percentage of dissipation, and sketch the flow to scale with the EGL included. The channel is horizontal and wide. Jump V = 2 ft/s У2 P10.84 6:41 PM O Type here to search E O 4») ENG 21…
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