12 kN 12 kN C VE VG 1.8 m Bo D 4 panels @ 2.4 m ' 9.6 m

Q: a block is held in equilibrium by the system of springs. Draw a free-body diagram for the ring at A.…

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Q: Determine the magnitude of the pin force at A. Modification: Change the load to 3,50 Ibs, the…

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Q: 6 kN/m 20 kN 90 mm В C h 2.4 m -1.2 m –

A: Solution: To calculate support reactions Under static equilibrium RA+RB=6kN×2.4+20=34.4kN Taking…

Q: Stay bolts by 0.134 m, The maxi mum w is 1 225 k Pa

A: Given Data The area of the boiler is:Area=0.22 m2=22×104 mm The spaced is:d=0.134m=134mm The…

Q: identify zero force members in the truss shown below (max 3 members) 10 kN 20 kN E F 20 kN 20 kN G…

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Q: Q/ The force in the member (CA) is 12m 50 ку 5m BX

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Q: E 4 ft G B D 12 kip 4 ft A 4 ft 4 ft 4 ft- -

A: A truss is a structural member, used to create rigid structures. The main function of the truss is…

Q: 6o mm GIVEN: G =386 MDa T=25 KN.M `M=13KN-M

A: As it is not mentioned that which three parts of the question need to be solved, please find the…

Q: 50 KN/m 120 KN.m B- 9m 4m

A: For solution refer below images.

Q: -5 ft- 400 lb 200 lb/ft -21₁1-1₁- -2 ft- FIG. P5.17 4 ft D 2 in.

A: Calculate the reaction at the support, RA+RC=400+200×5+2+4RA+RC=2600  ............ 1Taking moment…

Q: A1 Vi 70 kPa Flange Fx V2 A2

A: Newton's second law states that the rate of change of linear momentum is equal to force. Momentum is…

Q: 38.3 kN-m F) 23.3 kN-m G 8.3 kN-m H. 13.8 kN-m E.

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Q: m=0,015s 5 Steoby Slote, Aiso try Tour =Tia fout = 1,403 kfa RSI5B RSISB Tost = 18°C Tim? Pin= 406…

A: In first case, mass flow rate is 0.015 kg/s. It can be seen that there is no pressure change in…

Q: free-body diagrams. 6 ft 3 kip/ft B. 2 kip/ft -3 ft C

A: As per bartleby guidelines we are allowed to solve only 1st question if multiple questions are…

Q: G 1 m H 2 m |C -2 m 2 m -2 m- -2 m 10 kN 15 kN 30 kN

A: Calculate the reaction at the support, RA+RE=10+30+15RA+RE=55   ....... (1)Taking moment about…

Q: cord 29 kN.m 1.5m 10.5 kN 2m --7kN - 4m 4m 2m

A: GIVEN DATA - A PLANE FRAME GIVEN WE HAVE TO FIND REACTION AT PIN A AND TENSION IN CORD

Q: KIN 14 kN / m 10 kN / m A B ID 4 m 2.5 m 2.5 m 3 m

A: Finding support reactions:RA+RB=12*4*14+14*5+20+30RA+RB=148…

Q: 15 kN 25 kN 20 kN C В D 1 m 0.8 m 0.3 m 30 kN °0.4 m

A: Q7.35 Given: Load at A (P2)=15kNLoad at C (P1)=25kNLoad at D P3=30kNLoad at E (P4)=20kN

Q: 23. The vertical force (Fz) needed to hold the flange in place as shown -FAz + P1A1 – p2A2 cos 30 –…

A: Given Fluid is flowing from section 1 to 2 in a control volume Forces acting on the control volume…

Q: 6 ft y 9 + B E 4 ft- D H -4 ft 4 ft K +ft- G 3000 lb 1000 lb X

A: Given: Force applied at point H: →FH=3000 lb    (in downward direction) Force applied at point G:…

Q: 12 kN/m 1 m- -1 m- E=200 GPa 1=4 x 10 mm Figure 1

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Q: Emate =315 mPA G 28GPA Cmad ulus rigidi- -130 mPA nate= 185 mPA Elculate Poisson's Patio fwe have a…

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Q: 3m e 300 KN

A: Let Ra and Rf are reactions at a and f       By using equilibrium of forces  Ra + Rf  =300kN Moment…

Q: 24 kN/m 64 kN • m D A B - 2 m -2 m

A: Let us draw the reaction force

Q: 80 kN 40 kN 60 kN -10 kN/m A B 2 mim. 3 m 3 m 2m 1 m (b) 10 k I k/ft B 12 8' (b)

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Q: 5 panels at 3 m E 3 m G 1.8 kN 15 1.8 kN 3 m 15° 3 m 5 m

A: given data: we consider only calculating side figure: TAB=force in member ABTAE=force in member…

Q: What is the maximum applied force, F, if each member can support a max. tensile force of 10 kN and a…

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Q: Look at the truss below. Fill in the correct magnitude with sign for each tension force acting on…

A: As given in question, at D, there is roller support which will be able to provide only vertical…

Q: 150 kN | 150 kN 60 kN - m 60 kN - m B |E - 2 m- - 2 m 5 m

A: Let us consider the reaction at the supports A is RA And the reaction at the supports E is RE Let us…

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

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Q: n H hydraulic cylinder AB

A: P=737Nθ=37 1 Length of LBE and LAB,LBE=4002+1502=427.2mmLAB=100+175+8002+429.22=1156.7mm2 Angles,tan…

Q: 15 kN 30 kN-m Figure 2 ID в 1.5 m 3 m 1.5 m

A: The fixed support resists all the moments that is translational motion and the rotational motion of…

Q: 8 KN 3 AN/m 12 AN 6 KN/m BC D 2.0 m 1.0m 3.0 m 3.0 m

A: Apply the equilibrium condition of force in the vertical direction. Apply the equilibrium condition…

Q: 3m 6 m -3 m G 20 kN 15 kN H. B -3 m 3 m

A: given; ED=3mCE=4mCH=6mHF=4mFD=9mlets taking tension force in member BC=TBClets taking tension force…

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

A: Shear force diagram represents shear force at every section of the beam. Shear force at any…

Q: Problem 6.11 Compute the [A], [B], and [D] matrices for a one-lamina [30] laminate 142 GPa, with…

A: GivenMatrics for a one-lamina 30 G12=7.2Gpat=1.0mmE1=142GpaE2=10.3Gpaν12=0.27ν23=0.38

Q: 60 k 30 kN DRaW the shean and mament Im diagram awith complete soktior

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Q: 12 kN/m 40 kN C A B 2 m 1m-

A: Let us draw the reaction force at A and C

Q: Rigid 40 4 m 10,000 N

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Q: For the given Frame, draw SFD and BMD. 10 kips 4 ft B C 2 kip/ft 10 ft A 8 ft

A: Equilibrium is a state of a body at which there is no disturbance in a system neither inside nor…

Q: NOT TO SCALE G H F 6 m 11 m E B D 4 kN 10 kN 7 kN 6 4 @ m-

A: The free body diagram of teurs is : ∑MA=0 => FE (20) - 10(6)- 7 (10)- 4(15)=0…

Q: 8kN 15 kN/m 20 kN-m m1 m- 2 m- B -3 m

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Q: 30° 600 lb 20° 5 ft Prob. F4-5 300000 pom 0.5 ft

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Q: 100 kN I 120 kN/m 60 kN/m Ic D 315 kN-m 3 m 3 m 3 m 3 m

A: Draw the free-body diagram of the beam.

Q: 20 kN 40 kN/m Al C 150 KN•M 8 m- - 3 m

A: A beam is defined as a structural member subjected to transverse shear load during its…

Q: Part 3: Solve all bar forces using method of joints. Indicate whether the member is tension (T) or…

A: Given: To find: forces in all elements using method of joints

Q: E 2.10 m A B D -1.65 m- -1.65 m- 1.65 m- 10.0 kN 12.0 kN

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Q: 1.5 kN/m C В -2 m- 4 m

A: Calculate the reaction at the support, RA+RC=1.5×2RA+RC=3   ....................... 1Taking moment…

Mechanical Drawings

A mechanical drawing is described as a technical drawing created by engineers following standard layout conventions, terminology, interpretation, and many other factors. It is also known as an engineering drawing.