Answered: For the statically determinate system…

For the statically determinate system below, draw all three internal force diagrams (N, V, and M) and include all significant values. Use m and kN.

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

What is the force P required to move girder AB by horizontal displacement ∆ ?
Three forces are applied to the beam. F₂ = (-250 i + 6503 + -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 Y → 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. Round your final answers to 3 significant digits/figures.
Determine the force in each member of the loaded truss. The force is positive if in tension, negative if in compression. A 66° 39 В 17 W Answers: AB = i AC = i BC = i W
With Free Body Diagram please
There are two segments to the beam: (1) Point A to Point C, and (2) Point C to Point B. Establish a coordinate system such that x = 0 at Point A. (a) Draw a Free Body that extends from Point A for a distance x such that x1.5 m. Solve for the internal forces V(x) and M(x) as functions of x. Use the F.B. and Equations of Equilibrium to find these functions. (c) Draw a 3rd Free Body from a point x (x>1.5) to Point B. In other words draw a free body of the right hand portion of the beam. This segment should have length = 3m – x. Use this F.B. and equations of equilibrium to solve for internal force V(x) and M(x) as functions of x. Prove to yourself that the V(x) and M(x) functions found in Part II.(c) are equal to those found in Part II.(b). 8 kN/m 4 kN/m В 1.5 m 1.5 m
Let P 109 N, a = 3 m, and b = 3 m. Type the unit, N, after typing your numerical answer. 2. Determine the magnitude of the force in member BC. 1 B P G P H P E
Solve and provide solutions with explanation
Solve the problem by the moment-area method. The beam has constant flexural rigidity EI. A simple beam AB supports two concentrated loads P at the positions shown in the figure. B C 4. 4 A support C at the midpoint of the beam is positioned at distance d below the beam before the loads are applied. Assuming that d = 12 mm, L = 5.4 m, E = 200 GPa, and I = 193 x 10° mm, calculate the magnitude of the loads P (in kN) so that the beam just touches the support at C. 163.87 x kN
do asap
1 ft 3 ft B 3 ft 3 ft (-9002 + 800f + 1000k) Ib.ft 6 ft 3 ft E (-300î – 400ĵ + 100k) Ibs The applied force at point E and the applied couple moment at point D are shown in the figure. Complete/calculate the following: (Where applicable, express the results as the (x, y, z) components of a Cartesian vector) 1. Draw the free-body diagram (FBD), showing the appropriate reaction forces and/or moments at the supports. (You must show the reactions in their component form i.e. show RAx, MRAX etc. on the FBD). Note: The support at point A is not able to resist a moment about the 'X' axis but is able to resist a force in this direction. 2. The unit vector ÅBc 3. The position vector Tɛ/a 4. The position vector īB/a
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