3m e 300 KN

Q: Beam loaded as shown in Fig. P-404. 2000 lb M = 4800 lb-ft A 3 ft RA 6 ft 3 ft Ro Figure P-404

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Q: 2 ft F D E -1.5 ft 600 lb 300 lb -3 ft -3 ft-

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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: F = {-20i +25 j + 15k} N 4 m -y A 3 m -4 m

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Q: 4 kN/m 2 m

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

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: y 800 lb - 40° Calculater for Fr 35°

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Q: Cable A Smooth 140 R

A: Drawing the Free body diagram of the given system, Since the block is connected with a single cable…

Q: 11.2 kN/m A B 2.8 m 3.1 m Fig. Q1 Note: not drawn to scale

A: To determine the reactions at A and B and to draw the hear force diagram.

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

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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: The maximum shear stress (in MPa) in the

A: Given;  A cylindrical tank of;  Inner radius,r=7 mm  Thickness=50 mm  Gauge pressure= 2 MPa…

Q: 50 kN 4 m 50 kN 20 kN/m 1m B C1m W. = 36 kN/m Load Diagram MA ..... ...........

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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: ds kN. P= 100 KN 500 mm

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Q: F B A 6 m 4m 4m

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

Q: Transform the following 1--Bar to psi = Lbf/in2 2-Hp to kW = kN.m/s 3-\kW to hp

A: You have posted multiple questions in a single window. As per the guidelines I am able to answer…

Q: 30 kN | 50 kN D A BA 1m - 3 m - 2 m

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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: 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: Q) calculate the magnitude of The force P ? Wz 6 KN A M=02 Im トーon 16 KN

A: This question is related to the static equilibrium equations.  As we know the condition equation, we…

Q: 20 kN 10 2 2. 2. find Max. def.

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

A: To determine the support reaction at J.

Q: The shape factor F2-1 is

A: Given data,  Solid sphere 1 of radius r is placed inside a hollow. Hemispherical surface 2 of raius…

Q: 8 kN 6 kN/m А С 1m 4 m 3 m m E.

A: Calculating the reaction at the support,

Q: F1 25 kN-m A

A: As no question statement is given. Analyze the question from the given options. All the options show…

Q: 8 kN/m A

A: Calculate the reaction at the support, ∑Fx=0HA=0∑Fy=0VA+VB=8×6VA+VB=48   ......... (1)Due to…

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: Determine the force in members CD and DF of the truss shown.

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: 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: Calculate the difference between the free surface

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Q: 125 kN 50 kN/m VIIE A C 3 m 12 m

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

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Q: Find the compressive stress at the head as the bolt bears on the surface  to resist the tensile…

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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: |20 kN 15 kN/m A 2 m 4 m B.

A: The reactions on the supports of beam can be drawn as follows,

Q: Rigid 40 4 m 10,000 N

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Q: kG w(b)=500 %3D b-3 4m

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Q: r. Take E=80 GPa.

A: 0.85mm

Q: 30 2f- 6 ft-

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

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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: 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…

Q: The maximum compressive stress in (MPa)

A: GIVEN:

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.