d by Engr. Billy Joe G. Godoy 13.6 KN at e=30.68 in Quadrant 1 10KN 20KN 13.6 KN at e=30.68 in Quadrant 2 13.6 KN at 0=30.68 in Quadrant 3 45° 13.6 KN at 0=30.68 in Quadrant 4 None of the Above 18 15KN

Q: The water surface is at point A in the illustration when the funnel is empty, and the mercury at…

A:

Q: q = 150 kN/m 92 55° 1.5m 3m 2.7m

A: To find out the magnitude of q2.

Q: E = 150GPa and I = 70 x 10^6 mm^4. Solve the slope at 5m from 6 kN/m 3 kN/m A BC tit 3m -0.000416rad…

A:

Q: Solve the value of Ely' 4m from the free end. 6 kN 2 kN/m 4 kN ITIIT T A 3 m -1.5 m 1.5 m- 103kNm^2…

A: To determine EIy' value from the free end of the beam.   In order to answer the problem, we will be…

Q: Determine the resultant force that water exerts on the overhang sea wall along ABC in kN. The wall…

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Q: 3/17 4 m 8, 30 Y--- x 300x9.81 N A

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Q: y' = 983kN m 120(2.0x108 kN/m²)(2.60x10-³ m²)(13.33 m) [−5x4 + 6(13.33 m)²x² − (13.33 m)4] = 0 -

A: The given equation is   The solution is shown in below image

Q: A tilting level is set up with the eyepiece vertically over a peg A (fig.). The height from the top…

A: Line of collimation: The imaginary line passing through the center of the eyepiece, center of the…

Q: 1225.8(KN/m) K 0.3 3240 (KN) 2280 (KN) 0.25 L=6.55m find: shear force diagram ? Bending moment…

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Q: Determine the horizontal force Q applied to block B that would cause the system to impend its motion…

A: Consider the F.B.D

Q: 40 KN 75° 6. 8 60° 40 KN 30 KN Fig. 1

A:

Q: FIND THE MOMENT OF THE 1.2 kN FORCE ABOUT POINT A AND ABOUT POINT B

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Q: |F| = 198 kN %3D e = 110 kN A 15° 30°

A: using law og parallelogram magnituge of vector P      P198 Knand      Q=110 KNand angle b/w two…

Q: 46.46KNM 80KN 16KN/m 11.26KNM 3m 2m Load Diagram Av Bv Cv 33.00 Shear Diagram -24.46 -47.00 15 KN/m…

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Q: 21. An aluminum tube with the cross section shown has a constant Wall thickness of 2 mm. A torque T…

A:

Q: finite element method (FEM) at AB?  a. 141.67 kN-m b. 145.67 kN-m c. 155.67 kN-m d. 167.55 kN-m…

A: Anwer The fixed end moments of the beam are shown in the below image

Q: What is the support reaction at point C? a. 90.34 kN b. 96.34 kN c. 100.34 kN d. 104.34 kN   What…

A: Given:- To find:- Reaction at C Reaction at B Reaction at A Concept:- Moment distribution method:-…

Q: FA= 8 kN %3D 0- -40° BFR = 6 kN Fig.(A) 128.Cos 00

A:

Q: Determine degree of static indeterminacy

A: Given data : Number of member (m)=8Number of external support reaction (R)=3+3+3=9Number of joint…

Q: B) RA =, KN, R = KN/m 60 KN/m 55KN 175 KN A 6.00 m R 1.50 m 4.00 m

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Q: Q.3 determine moments around the points A and B? A A 2m 100 KN 530 45 Sm to 60

A: Given- To find- Moments about point A and B.

Q: Consider the vector V with V = 1 kN. Resolve V into components Vp along the p-axis and Vq along the…

A:

Q: The back-bearing of XY is S 25° 25' 36" E. What is the fore-bearing of XY? Provide your answer as a…

A: Objective: To determine the fore-bearing of line XY from the given value of back-bearing.   Given:…

Q: 8-9 Determine the most unfavorable arrangement of the crane loads and compute the maximum and…

A: Beam and loading arrangement: To find: The maximum and minimum values of the designated quantities…

Q: Calculate the earth pressure at rest and distance at which the net at rest force acts.

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Q: 3 - Find the level (Azimuth point OA, OB. OC) (A). From the drawing below. ( A vertical angle = 370…

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Q: Find the readtion moments at A, B and C using slope - deflection methodl. El is const. (Fig. 1) 36KN…

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Q: DRAW THE TREE BODY DIAGRNM 40° 25° ISKN

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Q: Shear at point B

A: The question is from solid mechanics subject and is from the topic shear force and bending moment:…

Q: Find degree of static indeterminacy

A:

Q: 2. Draw the Shear and Moment diagram. Use slope intercept formula and double integration method. 50…

A: To draw the shear and bending moment diagram

Q: Draw the shear, bending moment, and axial force diagrams and the qualitative deflected shape for the…

A: As problem is too long, so only 1st part is solved. For 2nd part, post them as a separate question…

Q: 3. In construction survey, a line BC 57.89m is to be laid out using a theodolite. The line has a…

A: Finding out elevation of point B.

Q: Calculate the horizontal and vertical centroidal moment of inertia of the built-up section composed…

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Q: 10 m B 60 KN 40 KN 80 KN 30 m 50m- 50m 30m

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Q: |20 kN 8 kN/m C -A 1.0 m AEAE El 2EI AECD 2.0 m D E VE 4.0 m 4.0 m 8.0 m Determine the value of the…

A: Reaction at AE and CD member, RAE=RCD=202+8X82=42 KN(Beacause of symmetry of loading load is equally…

Q: Find degree of static indeterminacy

A: Given data : Number of member (m)=11 Number of Joint (J)=7 Support=Pinned and Roller support Number…

System of Forces

A force is an external influence or agent that changes the state of a system. According to Newton's second law, the force applied to a body is proportional to the change in momentum of a body. Hence, whenever a force is applied to a body, its momentum changes. If the body is at rest, under the action of force, its state of rest changes to motion. In other words, the magnitude of the momentum of the body changes from zero to a measurable value. Similarly, if the body possesses some initial velocity, it has some associated momentum, the effect of force can cause the body to halt or come to rest, that is, the momentum reduces to zero.