1.0 m 2.0 m 05 m 05 m 20 kN 4 KN 10 kN 4.0 m

Q: 40 kN 30 kN 20 kN 16 kN-m 24 kN/m 10 kN/m A 15 kN 3 m 4 m 2 m 4 m 2m 1.5 m

A: Loads acting on a beam is given. Dimensions at which loads acting and the magnitudes of the load are…

Q: (M=450 lb-ft (M)s = 300 lb-ft 3.5 ft 1.5 ft 2 ft 2 ft (Mh = 250 lb-ft

A:

Q: 3 m 2 m B 4 m F A 30 kN 18 kN

A:

Q: F = 375 Ib F = 500 Ib B. 8 ft 6 ft 5 t- 30 F = 160 lb

A: given cantilever beam as shown below

Q: 6 m 3m 4 m 4 m 4 m 6 m 3 m m 4 m

A: Write coordinates of A,B,C and DA=0,0,3.5B=3,4,4C=-6,-3,6D=4,-3,4

Q: 4 kN/m 2 m

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

Q: 20 KN 10 KN 10KN/m 15KN/m 10 KN/m B. 1.00 1.00 2.00 1.00

A:

Q: 20 kN 50 kN 50 kN/m 25 kN/m B. 2 m 3 m

A: Consider the free body diagram. The cantiliver support will be replace by two forces FH and FV and a…

Q: 2 kN/m 4 kN

A: Given data:

Q: 60 Ib 90 lb 30 45 150 lb

A: GIVEN DATA- A 150lb BOX GIVEN ACTED BY TWO FORCES WE HAVE TO FIND ACCELERATION OF IT

Q: 2 m C 2.5 m 125 mm 1.5 m 25 kN/m 2 m 4 m

A: To determine the reaction at A and B, the beam can be dealt in two sections that are AD and DB. In…

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

A:

Q: 50 KN 100 KN/m 60 KN/m 40 KN/in 10 KN.m 2.0 m 6.0 m 2.0 m 4.0 m

A:

Q: 9.6 kN 10.5 kN 10.5 kN 5.7 kN 5.7 kN 24 m

A: In the given problem, firstly support reactions will be calculated.  Since the given truss is…

Q: H G 60 E D 7 kN 7 kN 9 kN 6m 6m 6m 6m

A:

Q: 200 kN 100 kN 100 kN в F 30° 60° 60° 60 60° 30° A G 2 m 2 m 2 m 50 kN 50 kN

A:

Q: F 1000 lb y 500 lb 45° 30°

A:

Q: 1000 Ib -12 ft 12 ft- B 2000 lb 8 ft D. ton -12 ft- 6 ft 6 ft

A:

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: 100 kN 50 mm 50 mm 75 mm 75 mm 40 kN 30° 400 mm

A:

Q: 40 kN/m B 8 m 2 m

A: Linear deviation of the longitudinal axis of the beam is known as deflection whereas angular…

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

A:

Q: 6 m 6 cm 12 om 6 cm 18 cm 12 cm 6 cm

A: "Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: 3000 lb 90 Ib /ft 9 ft 200 lb/ft

A: For solution refer below images.

Q: 13378.2898 lbm to lbf

A:

Q: Determine the maximum shear stress acting at section a–a in the beam.

A: Given beam with reactions at 'A' and 'D' are as shown below: Applying equilibrium conditions: (i)…

Q: y -9 cm- -3 cm 2 cm 19 cm 2 cm C 15 cm 9 cm- 3 cm→

A: Divide given figure in 3 section/shape,

Q: 18 kN 3 B 25 kN 8m DE 6m D 10 kN Figure 1

A:

Q: 15 KN 10 KN 10 KN 20 KN E A 5.0m

A: To determine the support reaction at J.

Q: Using unity conversion ratios, show that 1.00 lbm weighs 1.00 lbf on earth

A: Given Data: The given mass is M = 1 lbm. The expression for the weight (W) is, W=Mg Where g is the…

Q: 9 cm cm S cm 7 cm

A: Answer- 5.9

Q: 100 kN 64 kN 82 kN 82 kN 55 kN 2m A 3 m 3m 3 m 3 m 3m 3 m 91 kN 73 kN 46 kN

A:

Q: F=20 lb a Q6 25 mm 70 mm 100 mm- 70 25 mm mm

A:

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)

A:

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

A:

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: 200 mm B 300 mm 400 mm 100 D G 600 mm

A:

Q: З KN 8 kN A 25 kN m 2 m 2 m 2 m 5 kN

A: Note: As per bartleby guidelines for more than one question asked only one question to be solved…

Q: Determine the x and y components of each of the forces shown.

A: To find out the x component of the forces Resolve all the force in the x-axis…

Q: 16 KN/m 10 KNm 4m 1.35m 3.15m 1.5m 210 mm 180 mm 12 mm 9 mm 180 mm 210 mm W SEZ 9 mm 15 mm 90 mm

A:

Q: -3 ft- 0.5 ft B 0.5 ft k = 1.20 lb/ft A 1ft

A: first of all convert all quantities in SI units,then apply energy conservation principle.for…

Q: 5 kN 4 m B 5 kN 4 m C D 2 m

A: The free-body diagram of the strut is given as,

Q: 2 kN/m 10 kN t. 5 m 3 m 2 m Figure 2

A:

Q: 120 kN 50 kN/m 4 m 1m 8 m 2 m

A: Calculate the support reaction as follows, RA+RB=120+50×5RA+RB=370 kN     .......... (1)Taking…

Q: C 30 kN 50 kN 70 kN 50 kN d=20 mm d=40 mm 1m 2 m 1m

A: draw FBD of each section and find stresses.for solution refer below image.

Q: G. 620mm 1.8m 1.2m

A: As per honor code and answering guidelines I can answer 1st 3 sub parts at a time.So i answered…

Q: 20 KN 40 kN/m 150 kN m 3m

A: According to the company's guidelines when multiple questions are asked in a single request,  only…

Q: F3 = 52 lb 13 12 F1 = 80 lb 25°

A: Given that, The component of forces in the x-direction,

Q: 3.kN 30 kN/m B.

A: given; upper left beam; ⇒lets take reaction force at A=RA⇒lets take reaction force at B=RB⇒load…

Strain energy

The term strain indicates the variation in an object's length, area, and volume when the object is subjected to an external force. The external force may be of normal, shear, moment, torque, etc. The strain in an object depends on the types of external force and cross-section of the object. Mathematically, the evaluation of strain can be obtained with the help of elastic constants.