-5 ft 3 ft- 2 ft 4 ft B В 5 3 12 13 4 5 500 lb 200 lb 260 lb

Q: Calculate the effort (F) that has to be applied in the pulley system 100 kg 981 N 245.25 N 327 N…

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Q: Suppose that P 9 kN and P2 = 14 kN. (Figure 1) Figure 1 of 1 30 2 m 2 m 2m

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Q: 3 m C 3m E Cable 3 m 2000 N -3 m 4 m O 4 m F

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Q: Part C: Balancing: Four masses A, B, C and D as shown below, are to be completely balanced. C D Mass…

A: mA=10mB=4mD=5

Q: E 1 m 3 kN/m B G I m F -1 m→ -1 m- 1 2 m

A: Consider the Beam BC as shown below, VB+VG=3×1+1+1+1VB+VG=12    ....... (1)Taking moment about…

Q: س )1( : اذا كانت منظومة القوى المبينة بالشكل )1( 60 هي منظومة متزنة ، احسب القوة T والزاوية 0 20 lb…

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Q: 300 N -1.35 m. -1.35 m 1.2m 1.5m 300 N 552 N 500 N

A: For solution refer below images.

Q: Determine the axial force (kN) in each member of the assembly shown below. Member Cross-Sectional…

A: Trusses are constructions made solely of components with two forces. Each truss member is believed…

Q: 1. Sketch a free-body diagram of each element in the figures. F = 0.8 kN 100 lbf 12 in 60° -A- 6 in…

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Q: F1 = 5 kN F2 = 13 kN 0 = 45° B - 60° C F3 = 4 kN B 2 m 3. 7m F4 = 22 kN E lJa = 30° F5 = 4 kN

A: In case of multiple force on a system, resolve the forces in horizontal and vertical direction. This…

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: 100 lb B 12а++ - 4 ft - 80 lb - 3 1 -

A: To find : The shear stress in the beam. Free body diagram : The free body diagram is shown below:…

Q: Neglecting the mass of the beam, compute the reactions at A and B

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Q: 1200 N/m В 1.5 m- -1.5 m- 450 N 600 N/m Mc Nc V 0.5 m

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Q: Neglecting the mass of the beam, compute the reactions at A and B.

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Q: F1 = 5 kN F2 13 kN -30 C. F3 = 4 kN 45 A 2m 7 m 5n F4 = 22 kN a30° F5 = 4 kN

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

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Q: 20 kN 12 kN A В M = 10 kN-m %3D 4m 4m 4m Figure Q1 (b)

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Q: 6500 N 4.5 m- 4.5 m - A 1.5 m 2 m E B

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Q: 15 kN 10 kN/m 20 kN · m A 2 m 1m 1m 2 m What is the reaction force at A?

A: Given: Point load=15kN Moment=20kNm Uniform load=10kN/m

Q: R 20° 30° 80 lb 100 lb

A: FREE BODY DIAGRAM:

Q: Draw V & M diagram 800 Ib 1000 Ib 4000 Ib 200 lb 4' 2' 6' 4' 2' R2

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Q: Figure < 1 of 1 -1.75 m- -2.50 m- F E 30 B. M 30 0.5 m 0.65 m

A: Given Data The weight of the counter weight is: W=300 kg The angle at G is: α=30° The moment acting…

Q: The spring is placed between the wall and the 20-kg block. (Figure 1) Figure 500 N. k = 500 N/m www…

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Q: The force in member AC is 10 kN A 30 kN 4 m 4 m E 40 kN 4 m 3 m. 3 m Select one: a. 10kN b. 50kN с.…

A: Find  force in member AC  is -

Q: In the Figure 6, the absolute force value in the bar AC is (in kN): Figure 6: 5 m/ 5 m 5 m A 20 KN B

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Q: 700 N 450 N 300 N 30° 60° B algo 1500 N•m 3 m -2 m- -4 m

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Q: 1 m 1 m 30° b. 0.5 m 0.5 m b 1m -75 mm-

A: Given Data The mass of the drum is:m=20 kg The supported diamter of frame is :D=2mm Now draw the…

Q: Which of the following nearly gives the W = 200 kN W = 400 kN 1m DI 2 m B. 5.6 m

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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: F = 120 lb | 30° 12 kN 1.25"- 30 4 m 1.5" 5 m 11"

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Q: 100 KN 80 kN 1.2 m 1.5 m 1.5 m 1.5 m SOLVE MEMBER BF MATHalino.com MATHalino.com MATHalino.com

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Q: In the Figure 6, the absolute force value in the bar AB is (in kN): Figure 6: 5 m 5 m A 20 KN 5 m B

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Q: إذا كان هناك حاجة لعزم دوران )لحظة( .P تستخدم الكماشة لإمساك نهايات أنبوب الحفر \ \ Q4: ((A و التي…

A: Note: As per the guidelines we will answer the first question for you, for the rest of the question…

Q: 6 kN/m 4 kN/m 2 kN/m ]B 4 m 6 m Fig (2)

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Q: -5 at 3 m = 15 m- 12 kN 12 kKN |M IN 12 kN 12 kN 12 kN 12 kN L 20 kN– 4 m 40 kN- G 4 m 40 kN- 4 m 40…

A: The free-body diagram of the structure is shown as

Q: A force of Fi = (180 i -2503 + 190k) lb is applied to the pipe assembly at point B. A force of F2 =…

A: Given; The force at B, F1 = 180i - 250j + 190k The force at D, F2 = 180i - 250j +250k

Q: 60° 60° 10 10 D E 20 10 10 1200 lb 1200 lb 1200 ib 1200 ib

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Q: Determine the force in members FH, EH and EG shown in Figure 1 using method of sections. 1 kN 3 kN 3…

A: [Bartleby policy]: Since you have asked multiple questions, we will solve the first question for…

Q: 15 kN 3 m- D 3m C 4 m E 5 kN- F 4 m A -6 m- 6 m- CD= 2.605 kN (C) and DF= 10.545 kN (C) and EF=…

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Q: 2. In the figure below, what is the equivalent force at point O? -200 lb 200 lb 700 lb -500 Ib Check…

A: Replacing the system of forces with one force at a point is known as equivalent force. Force act…

Q: D 35 kN EA = constant E= 200 GPa 34.64 kN 79.52 kN A= 1,200 mm- 4m 21.12 kN 21.12 kN 84 kN 4m 3m Q2.…

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Q: 1000 kg. 400 kg D BV 3m 1.5m * 1.5m 6m R R2

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Q: E=210GPa; L=400mm; A=2.5Cm²; F1-400N; F2= -600N for the numerical application F2- F1 L 1.5 L 2A A L…

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Q: Identify the zero-force members in each truss

A: There are two rule to identify zero force in the truss members:- (a) Let's consider a joint which is…

Q: 120 1b 60 lb/R

A: given:

Q: 7 ft докл 60° C look 50 g V 80° 140° G 6 G Jo G 66 200kN 2f1 4ft 3ft Find force for all member ? E

A: To find: The forces for all the member. FBD: The free body diagram shown below:

Q: In fig. shown. Pind the reaction force on paít(Bc) . OZ07 kpd L = 107 HRir %3D oiL D=75mm Y.d =0.88…

A: