FR=277(MR)O=k) NXk) N-m+2.+ Three forces are applied to the beam. F₂ = (-250 i + 6503 +-300 ) N.VariableF₁F3d₁d₂d3ValueZ300 N350 N2 m2.5 m0.5 mF2d3.d2d1F₁Values for the figure are given in the following table. Note thefigure may not be to scale.F3Y→a. Replace the force system with an equivalent force, FR,express as a cartesian vector.b. Replace the force system with an equivalent couple→moment acting at point 0, (MR)o, express as acartesian vector.Round your final answers to 3 significant digits/figures.

Given:Required:Resultant force in Cartesian vector formEquivalent resultant moment at O in Cartesian…

Three forces are applied to the beam. F₂ = (-250 + 650 + -300 ) N. Variable F₁ F3 d₁ d₂ d3 Value Z 300 N 350 N 2 m 2.5 m 0.5 m F2 d3. d2 d1 F₁ Values for the figure are given in the following table. Note the figure may not be to scale. F3 У → a. Replace the force system with an equivalent force, FR, express as a cartesian vector. b. Replace the force system with an equivalent couple → moment acting at point 0, (MR)o, express as a cartesian vector.

Three forces are applied to the beam. F₂ = (-250 + 650 + -300 ) N. Variable F₁ F3 d₁ d₂ d3 Value Z 300 N 350 N 2 m 2.5 m 0.5 m F2 d3. d2 d1 F₁ Values for the figure are given in the following table. Note the figure may not be to scale. F3 У → a. Replace the force system with an equivalent force, FR, express as a cartesian vector. b. Replace the force system with an equivalent couple → moment acting at point 0, (MR)o, express as a cartesian vector.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Determine the force in members BC, GA, and BG of the truss shown in the figure below. Let P = 175 kN. NOTE: If your answer is a compressive force then just put a negative sign. If your answer is a tensile force then just type the answer directly. (ALSO, DON'T FORGET THE UNITS) 2P 2P 30 60V60° 60°V60° C 30 D 3P 4m 4m 4m Solve the force in member BC. Solve the force in member GA. Solve the force in member BG.
Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. A 302-N force is applied at A as shown. |-100 mm→ 200 mm - D 125 mm 200 mm 25° Determine the moment of the force about D. (You must provide an answer before moving to the next part.) The moment of the force about D is |N-m O.
A 20-mm-diameter steel rod is 5 points subjected to the axial forces shown. If E = 200 GPa, determine the displacement of end C with respect to the fixed support at A. GOO MM 400 Mm 50KN 40KN A 50KN O - 0.318 mm O - 0.423 mm O - 0.412 mm O - 0.302 mm
Determine the force in members FG, BF, and CE of the truss shown in the figure below. Let P = 29 kN. NOTE: If your answer is a compressive force then just put a negative sign. If your answer is a tensile force then just type the answer directly. (ALSO, DON'T FORGET THE UNITS) 2P 2P 30° 600 60° 60 60° 30 B. 3P 4m 4m 4m Solve the force in member FG. Solve the force in member BF. Solve the force in member CE. Q =' 21 II
Forces F1 and F2 shown in Figure Q4 with its line of action passing through the origin at O. Determine the resultant moment about point P with values as shown in the Figure Q4. Give your answer in vector foIm. All units are in Newtons and meters. Table Q4 shows all values required. Р (-1, -т, п) F1 = ai - bj - ck F, = 180 N FIGURE Q4 TABLE Q4 Force (N) Coordinate Distance (m) a b m n и 110 50 80 10 25 20 15 8
Problem 6: For the beam and loading shown below, derive an expression for the reaction force at B. Assume that EI is constant for the beam. 3L B L WL 3 L X
L=195 cm q-14 N please can you write answers clearly 2q 2- For the beam given in the figure, a Find the equation of elastic curve by integration method. q=a+b+c b- Draw (Tv), (M.) diagrams of the beam. c- Find the support reactions. Explanation: A B
The horizontal bar ABC is rigid, while CD is made of tubular steel. A load of P = 22x103 N is applied as shown. The cross-sectional are of tubular steel is 25 mm diameter. a. What will be the change in length of the tubular member BD? (Answer is in 5 decimal places)b. What is the vertical displacement of point C? (Answer is in 3 decimal places) Note: Draw the Free Body Diagram, include the units/dimensions, use the formula.
6. A 100 N force acts along 10 points the line AB, as shown in the figure below. Determine the equivalent force couple system at point C. * 20 mm 20 mm F C, A
2- For the beam given in the figure, a Find the equation of elastic curve by integration method. b- Draw (T), (M.) diagrams of the beam. c- Find the support reactions. Explanation: Mumbers in the last dinit of har A q=a+b+c 2q Xh B
In figure shown we have: F b-3 in c=6 in d=3 in h=5/16 in Tall = 30 Kpsi Find force F.
The beam cross section shown below has been proposed for a short pedestrian bridge. The cross section will consist of two pipes that are welded to a rectangular web plate. Dimensions of the cross section are: h = 470 mm tw = 14 mm d = 120 mm t = 9.6 mm Additionally: • The area of each pipe is A = 3330 mm2. • The moment of inertia of the entire beam cross section about the z centroidal axis is IZ = 428040000 mm4. If the beam will be subjected to a shear force of V = 215 kN, determine the shear stress at point K, located at yK = 80 mm below the z centroidal axis.