SITUATION. For the given truss. 1 m. 2 m. B. C D 2 m. 2 m. 2 m. - 2 m. 10 kN 25 kN 15 kN Determine the force in member GF, in kN. O 21.3 25.1 -26.3 O -29.3

Q: Find the hydrostatic force, diveteón on the inclined ond positión of CP) sucb merged surface as…

A:

Q: 8a kN a kN/m A -4.00- -6.00–

A:

Q: 13. Find the moment at B. a. -192.5 kN. m. b.-468.75 kN. m C. -600 kN. m d. -234.38 kN. m

A:

Q: What is Deflection (DF) for BC? a. 0.753 b. 0.553 c. 0.981 d. 0.417   What is DF for CB? a. 0.583…

A: Given: Required : Distribution factor for BC, CB, CD.

Q: support B? a. 68.145 kN-m b. -68.145 kN-m c. 28.43 kN-m d. -28.43 kN-m   What is the final moment at…

A: A indeterminate beam is given with loading as mentioned.   To determine The final moment at A The…

Q: SITUATION 5. For Items 12-14. 12. Find the force acting on member FE. a. 1.803 kN "T" 1.Şm H b.…

A:

Q: Assignment Problem 16.1. Determine the slop at point C and the deflection at point D of the beam…

A: Consider the given figure Consider the Bending moment diagram

Q: Shear/Moment Diagram

A:

Q: P=10 KN 3.75m 1.25 m 5m 71. Find the deflection under point of application of concentrated load P.…

A:

Q: Determine the magnitude and type of bar forces for members BE, CF, DG, and FG.

A:

Q: Find support reaction

A: Introduction : The given structure is truss structure . It has two support one pinned and one roller…

Q: 18.2 kN/m 36.4kN/m

A:

Q: 15kN 12kN 10KN 40KN/m 30KN/m 20KN/m OB C 1.50m 2.50m 2.50m 2.50m 3.00m 1.00m 4.00m 5.00m 4.00m

A:

Q: 1-10. Resolve the 170-1b force of Fig. Pl-10 into two components, one along 48 and the other paral-…

A: Slope of 170-lb force with x-direction, θ1=tan-1(815) =28.07° Slope of AB with x-direction,…

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

A:

Q: Which section below has the larger negative moment capacity?

A: The negative moment capacity for sections A and B:Section A details:b = 200 mmd = 600 mm4 -25 mm…

Q: reaction value and direction of the hinge support 3m 3m 4m 50 kN 50 KN up 116.66 KN down 116.66 KN…

A:

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…

A:

Q: The resultant of two forees, one in the negedivex direcllon and the other in the negative y…

A:

Q: / Replace the loading b- e moment acting at point C | Replace the loading by ly the location of the…

A: Replace the loading by an equivalent force Draw the free body diagram

Q: Find roller support reaction

A: Given data : The data of point load are: Point load=P Point load=Q Point load=R   Required : Finding…

Q: 150 kN 96 kN/m A |C 5 m 8 m

A:

Q: -5.37 5 KN 6.62- -4.29- -5.02- 4 KN 3.73 3.24 E 1.04 6.2 KN B. 1.96 0.43 C 4 KN 2.4 KN -2.59 5.77-…

A:

Q: Ponts C and D are located at ( 1, 2, 4 ) m and ( 2, -1, 1 ) m respectively. Determine the length of…

A: Given :- coordinate of C = ( 1,2,4)               coordinate of D =( 2,-1,1)

Q: 15kN 12kN 10KN 40KN/m 30KN/m 20kN/m A OB C_O 1.50m 2.50m 2.50m 2.50m 3.00m 4.00m 4.00m 5.00m 4.00m

A:

Q: B 30 KN 1.5m 1.5m RDx 2m F 2m E 2m RD 50 KN RDy RA

A:

Q: Given the following beam loadings a) Derive the shear and moment equations for the beam shown b)…

A: Solution:-  Support reactions, Ra+Re=7 kN Taking moment about A; ∑MA=0Re×8-7×1-5-10=0Re=228…

Q: Determine the resultant moment about points A and B, if Fc = 17 kN, L=8 ft and M = 63 kN-ft A L Fe L…

A: Given data:

Q: The weight of the suspended pipe in figure shown is 540 N. a. Determine the tensile force in BE a.…

A:

Q: Determine the magnitude of the compression force the channel lock pliers exert on B. а 500 N с 321N…

A: Consider the free body diagram of the upper handle link as shown below.

Q: For W1=8.9 KN/m, W2=5 KN/m, the resultant of applied loads is WI KN/m W2 KN/m Select one: OA 36.70…

A:

Q: Determine bar force member EF

A:

Q: B1

A:

Q: 27 kN A 2m B 30⁰ 22 kN 3m 6. In Figure 2, Which of the following gives the distance of the resultant…

A:

Q: In the Figure Given Cage System a) Support Data Calculation. b) AC and AD Calculate the forces in…

A: To support reactions and force in member AD and AC

Q: Determine maximum shear forc

A: Support reaction : Apply equilibrium condition  ∑MC=0RBY×18-9×24-12×4×18×183=0RB=24…

Q: Calculate shear force and draw SFD and BMD using Moment Distribution Method

A:

Q: 30 41 Determine the 5m 3. Resultant of the following forces and moment a bout 3m 120 KN.m lo kN 2 m

A: Solution Given Diagram

Q: 3. Draw AFD, SFD, BMD of the below structure (Figure:02). 50KN 3 m 80KN 3 m 5m 3 m Figure: 02

A: Assuming that the heap on a segment is applied through the focal point of gravity of its cross area,…

Q: PROBLEM 4 The beam shown is loaded with the triangular, rectangular and the 10kN point load. Find…

A: Give data  Find resultant of loading diagram.    Concept

Q: 8.) A length normal to the paylar ot 1-3 m Given For horizontal force on AB FH - width 2.5 1-5 X 3…

A:

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.