%V I. lu. N« duxvlsgprb10-25 AM Thu 25 FebDoneChapter 4 (3 of 19)19Eedetien 44 oebe any an p eni th er+IL. The enber is sibjemd to a force ofFAN 245, deesiaa the man prndacd by Fabappolat AReslving fore F into horiantal and vertical components, Rg a, and applying the principle of moments-.18 KN-m AN m iclockwise3mbsin 45 kN(a)Thamer M. Korbasy۳۷ مشارك آخرحمزه

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Answered: IL Thener is sutmdtafere oFEN 4, deina…

Engineering

Mechanical Engineering

IL Thener is sutmdtafere oFEN 4, deina the mom pdae byFatar podan a

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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• Part A Tne 23 ky slercter rad is attaschext la a spring, which has an unetretches length ot 2 m. (Figure 1) If the roxt is released from est wher = 30", dalerine the argular velxcily of Ihr rod the inslant the spring becomes unstrrelched, rasurxt clockwise. Express your answer using three significant figures. Enter positive valuc if the angular velocity is clockwise and negative valuc if the angular velocity is counterclockwlse. vO AE 1t vec w = 3.32 rad/s Submit Previous Answeu Request Answer X Incorrect; Try Again; 5 attempts remaining Provide Feedback Next > Figure < 1 of 1
is wed bå deuetle material. This thedy 9s 0.3. find the Suitable value d 0-5G. & 0. IP 4ield strey: is bound 84pmpa, ę Poisson'a Yat 258 Fos naterial. is wed b& Juíle Valita) Jali-+) boiler are s piincipal Strey 0.5G.& 0. le 4ield strey. is The 68 machine aomponent bound 24pmpa e Poisson'a vati is 0.3. ind the Suitable value d sioma aceading to G mate accdo ( mat PhinSpal 3 Sreegy the oy ? 59 strain thely Dmane sheal Strey thed and 18, man. Strain に 0.55 ayoN/mm 2. REDMI NOTE 9 PRO strey By z 24Ompa AI QUAD CAMERA
O (1051) bonds - YouT x D (1051) Majid Al Moh x FAlpQLScMYr8WW1EecAjD3SFH9Hwe2ihJNJ6y7c6wmiCa45QqKJ3OA/formResponse Classes M abbasa. - E Front-End De. Blade of Demon D.. M Mathway | Algebr. Google i 3.5 ft 18 ft The boy throws a snowball such that it strikes the wall of the building at the maximum height of its trajectory. If it takes 1.5 seconds to travel from A to B, determine -The velocity V at which it was thrown VA= 24 ft/sec VA=37 ft/sec VA= 19.3 ft/sec Leave this question VA=49.8 ft/sec JUL 10 MacBook Pro
The truee ia loeded se anown. 60 kN 120 kN 120 kN 120 kN 3m 3m. 6m 3m Cnocee the magnitude (kN) and type (tenaion or oompreaeion) of the foroe in member GE NOTE: Alwaya ohooae two (2) anawera but if the member ie a zero-foroe member ohocee one (1) anawer only. Seleot the correct reoponce(o): O 7211 Compression O 160 Tenaion 100 60 63.25 O 50 180 260 36.06 O O O O O O O O
A W N L N W nút happens tu tne y-valucJ - Problems 5-8, write the equation of the line shown. 6. 6- 4- 4- 3 2- -2-12 1 2 -2-11A1 2 -2- -4 8. 1 1 ed hapou -4-3-2-11- 2 3 4 123 32-11 -2- 4-
Assume that ļ Iy = l,8 m with base (distance between A and of 14 40 kq e ewheel Bj07 2,5 m and Teaction 09the set o7 whe els when the cav %3D total mass For culculate Front and at rest. a the Year AS 000 SPARK 4
with ne glibhe is pioneal at 0 amel wh mek. le ad P can be affuched to two verticle yods applied withect esuc dig sfars ofiso Mfa in steel rod, and 7. Mla in b ronze rod. 1. Sm 1.Sm steel Branse A- 300 m2 E= 23 Gr, L= 2m
Part A The A 30 stoel boit is tightened within ia hole so that the reactive torque on the shank ABcan bo exprotsed by the equation f (kz)N m/m, whem zn meters A torque of T-50N mis ppled to the bol heed Assume the shank has a constant radius of 6 mm The shear modulus tf elasticity for A.36 sleel is 15 GPa (En.1) Determine the constant k Express your answer using three significant figures. V A veo Submit Renunst Answer Figure Part B Deteemne the amount of twrst in me 50 nm ength or me snan Express your answer using three significant figures Va AL vec Tad Submit Besuest AnswE Activate Windows Pearson
THE COUPLE THAT BROKE UP DEUDED TO MEET AND HAVEA adSURE · SuUProSE THEY 4R STANDING DIREGLY APOVE A SLAS sunDRTED By BeM AB FND DSTANCE x 6O THAT REACTON AT A WILL BE TWICED IN SUPPORT AT B. GEG-47N 440. 33 N B We MAN = G86.47 N w houAN = 490-33 N
8:44 6 A m • O Zoom v Leave DA bar is as shown ig. and is subjected do axial Jensile lood of 5 KN. And the totalelongation am Power Urted Pege Ue Pg Produc ed im the bas Est = 200 ap a, GAL=70GPA Am- 200 Ast- 50 mm mm? 5KN 5 KN .5 m - +1.8m 30 Unmute Start Video Share Participants More II
M;(Izy.z- ly.y) + M,(1z.z – Izy-y) • Ox Pr Мy Formüller; o =- . Oj = Iz.Iy - Izy Pr b = 60 mm oå - o0p + o3 < oỷ , Jort Ox + Oy Tmaks 2. 2t a = 50 mm 2. Oz + Øy Te d?y M(x) (O2) + 13y , ɛ = a&T, t = 7' dx² I dx? 0x – Oy 2 Omaks.min = EI A P, = 15 kN MalanıcpXc, @pjc * EI Malanıpc *) + r3y • tejp = Tmaks = 2 EI OM dx, Pgr M VQ y = %3D It P; = 1s kN As shown in the figure, the forces P1 and P2 are applied to the end A of the rod AB welded to the cylindrical element BD with a radius of 20 mm. a) Find the normal stress at point K according to the given data. b) Find the shear stress at point K in absolute value according to the given data. c) Find the maximum principal stress at point K according to the given data.
O1f the allouwable 6tresses are St = 20 Mpu and 6c = 80M Pa, cletermine the value ofx such that w be maximum. 200 mm Ans. 10 X = 1.38 m de Wmay, 2.48KN/m 200 mm