S00 N (a) 600 N-m (b) 400 N/m -3m -3m (c)

Q: 5 -1 -1] If Eij -1 5 -1 then principle st rain values is %3D -1 -1 5 3,5,7 .I O 3,6,6 .II O 2,5,8…

A: The problem can be solved by finding the Eigen value matrix of the given matrix. The principle…

Q: 20kN 10 m 45 A B 10 m-

A:

Q: B 4a E M A L AM = 10a 8a D L

A:

Q: 60 N 02m 0.3 m B 02m -02m -02m

A: Calculate the reaction at the support, VA+VE=0   .......... (1)HA+60=0HA=-60 N,Taking moment about…

Q: T=100 Ib 3

A:

Q: QUESTION 2 Calculate the difference between the free surface SG=0.90 1 m Water Figure 2 0.4 m Ah ++

A: To find: The difference between the free surface . Given: The density of water is ρ=1000 kgm3. The…

Q: SKN |SkN 4kV/m 15m 1.5

A:

Q: 0.6 m 0.6 m acD =4 rad/s² 0.3 m wCD = 2 rad/s

A:

Q: 125 mm 175 mm D -225 mm- 75 mm 150 N Fig.3

A: Answer: (a) The tension in cable ABD is 195 N. (b) The reaction at support C is 216.33 N at an angle…

Q: Sm 8 m/s 15m 0 AI 6 m/s

A:

Q: -20KN/m 10kN/m 2 m -5kN 3 m A B 2 m 2 m

A: Data given -  Two udl of 20 kN/m & 10 kN/m

Q: - 0.9 m- 0.45 m 1.2 m 0.

A: Givenm=105kgμs=0.27

Q: 0(1) 18 N-m-s/rad 1 N-m-s/rad T() 02(1) 3 kg-m2 00 9 N-m/rad 3 N-m/rad

A: For shaft -1 the equation of motion is: 56 + 1(6, – 02) + 9(6 – 02) = 0 For shaft -2 the equation of…

Q: 3kN m 12 kN/m PA -1.6 m -1.6 m- -1.6 m

A: Drawing the shear force and bending moment diagram.

Q: மக்ோக்க అజన్లో வீங்ாளி kmatiyத காkgma.i delermin గాబుర శ

A:

Q: h- 25 W/m2.C T-5'C 5 T- 100°C 7. 8. 6. L00 Insulated

A:

Q: Madde P (kPa) T ('C) Faz tanımı H,O 10000 100 300 Dovmuş sıVI

A: From the steam table, At P=10000 kPaTsat=310.997 °CAnd the given T=100 °C,T<TsatHence At P=10000…

Q: 7. Where do the maximum BM óččurs for th 10 KN B A 2M 3M a) -54 kNm b) -92 kNm c) -105 kNm d) – 65…

A: Consider a cantilever beam that has fixed support at A. A transverse uniformly distributed load of…

Q: 1 ft 3 ft 3 ft (-900î + 800j 3 ft

A:

Q: 2. 900N 480 N 4 m A 4m 13 2m C 4 m 4 m - 900ル ー1380N

A: Objective: To draw the moment and load diagram of the given shear force diagram.

Q: Determ ed area

A: given:

Q: a- Reynolds number R,- b- Entry length L,- c- Nusselt number, Nu =

A:

Q: R-410A

A: V=10l=.01m3T1=-10oCx1=.8T2=40oCWe=36kJ/kg from the R140 saturation table at T1=-10oC…

Q: ne shear stress in

A:

Q: AI 5n 1.15m 1.15m

A: given data: W = 200 T = 200 Wa = 100 Wb = 160 cosθ = 12/13 sinθ = 5/13 μab = 0.85 μag = 0.4 CONSIDER…

Q: 1. Write in detail about working of any one hydraulic system application in construction area with…

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Q: 100 KH 20 KN/m B 2m C am RI

A:

Q: 30N/m 0.4kg Wwww

A: For solution refer below images.

Q: Less of 3-0 mm is to be reduced n and wall thickness 2-0 mm. D = 0-1 and draft = 3.1. Compare t…

A:

Q: C cord 2m 1.5m 10 N B. 56 N.m 2.5m E- 0.25m F 3m 1.5m 3m

A: Find the reactions at point B on member ABC

Q: Pc= 400 N 400 N/m 200 N/m A C E D - 2 m --Im 4 m - 2 m

A: Solution is attached below:

Q: A1 of 50 cm2 , P1 = 100 kF %3D steadv, one-di

A: Given  at inlet A1= 50 cm2 T1= 300 K V1=100 m/sec P1= 100 kPa A2= 40 cm2

Q: 120 kN 7.5 kN/m 417.5 kNm 282.5 kNm A C +5m→5 m 10 m - RA = 115.5 kN Rg = 79.5 kN

A:

Q: 1. إذا كانت الخسارة في عمود الضغط )h( لبويسلي م مثلا بالعلاقة Pressure drop 32 µu L h PE PE Di أثبت…

A: The head loss due to friction by Darcy-Weisbach equation, The friction factor is given by, The…

Q: A y FAD FAB FAC - 60 m- 60 m B 40 m C 40 m- 40 m

A: Writing the co-ordinates of the points as follows, Writing the position vector of the line AB, AC…

Q: A 3. 3m By Section Mothoc

A: Method of Section: Procedure: 1.Calculate support reactions due to load applied by adopting…

Q: 3.5 ft 18 ft

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Q: 10 EN.M 12 kN 410(LN/M 3.

A:

Q: 25 m at a spee olose to the

A:

Q: Question 1 Ia. You want to draw water from a stream running down a hill behind your hoūse at a rate…

A: We are suppose to solve only one question. Please post other question as a separate question.

Q: 30N/m 0.4kg -Fa WwW

A: For solution refer below images.

Q: 30 2f- 6 ft-

A:

Q: In fig. if h = 10 ft so, hcp ?----- ------,X

A: Force acts on the center of pressure

Q: 1750 N/m C 0.915 m- 1.83 m

A: Given: Uniform load=1750N/m

Q: upper end flush with thế water surfācê? 7. In fig. fluid A is water, fluid B is oil(s= 0.85).…

A:

Q: 2 m 5 m * P

A: If this question is based on touple, Then at point of touple the normal reaction force passes…

Q: 0.6 m- P- 1,6 m 0,7 m 0,3 m B A 0,35 m 1,6 m

A: Mass of crate C, mC= 90 kg Mass of dolly D, mD= 18 kg Coefficient of static friction between wheel…

Q: t A Cable 2m 75 N B 2m C 30

A:

Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.