(NOS. 2-4) PROBLEM 1. In the figure, the X'-component of P is 721 KN Ľ.Y'X'|2|53322) What is the Y'-component of P in kN?|3) What is the force P in kN?4) What is the angle of inclination of P with respect to X'-axis in the figure in degrees?3.

Answered: Image /qna-images/answer/fcd55b37-c348-4b24-96d2-96f1d6d1f5ad.jpg

Answered: (NOS. 2-4) PROBLEM 1. In the figure,…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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The frame shown in the Figure is supported by a hinge at A and a roller at E. Compute the horizontal components of the hinge forces at B as they act upon member AC in kN. P = 70 kN and x = 6.8 m. Write numerical value only and in 2 decimal places.
11. A circular table shown has a weight of 500 kN. It is supported at A, B, and C. Determine the reactions at В. B 1350 30% 12. A hook is subjected to three forces A, B, and C as shown. Force A = 30 kN and force B 50 kN. ILa = 60 degrees, what is the value of force C such that the resultant of forces A, B, and C acts along the x- %3D axis? 600 B
1. A beam ABCD is hinge supported at A, B, and C. AB = BC = CD = 7m. The support B and C sink 6mm and 8 mm respectively. The point D carries a point load of 1 kN. Take E = 2 x 10^5 MPa; I = 4 x 10^7 mm^4 and draw the bending moment diagram by slope deflection method. %3D %3D
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1.1.9.2 - Show all work please.
Solution
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The beam with cross-section shown in Figure 1 is subjected to a uniformly distributed load and a moment. The centroidal axis of the section is c= 74.44 mm from the bottom. I. -2.18x10 mm. E = 2.1×10 MPa. a) At a cross-section 2 m to the right of support A; i) ii) iii) Calculate the Shear Force, V, and the Bending Moment, M. Determine the maximum bending stress. Sketch the bending stress distribution across the section, include critical tension & compression stress values. Determine shear stress developed at the flange-web interface and also the shear stress at the neutral axis of the cross-section. Sketch the shear stress distribution across the section, include the critical values. b) Using the double integration method, find the deflection curve for 0≤x≤5 m. 3 kN/m 5m 3 m- Figure 1 15 kN-m 100 All dimensions are in mm.
There is a beam subject to a uniform force w as shown in the figure below. The E of the entire section is 200 GPa and I is 60x10^6 mm^4. (a) Calculate the reaction force at point c and the vertical displacement at point B (b) If the support point C sinks downward by 0.1m for some reason, calculate the reaction force at point C and the vertical displacement of point B.
1. for the force in the figure determine the rectangular components along u and v axes if α = 20° P=91kN
Determine the moment of the vertical reaction at point A (A,) rotating about the location (XR) of the equivalent resultant force of the forces acting on the beam shown in Figure 3.1f, i.e. A, X XR. Given /= 1.8, P1 = 30, P2 = 20 and w = 10. (Note: Negative "." for clockwise moment.) [Hint: Find the equivalent resultant force and its location (xR) with respect to point A. Apply correct equation of equilibrium to solve Ay. ] P, kN W kN/m P, kN 21 m 21 m Figure 3.1f
Please solve the problem in the picture, find all of the reactions and please show the shear, moment and Moment/EI diagrams. Thank you for your help!

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(NOS. 2-4) PROBLEM 1. In the figure, the X'-component of P is 721 KN Ľ. X' |2 3 3 2) What is the Y'-component of P in kN?| 3) What is the force P in kN? 4) What is the angle of inclination of P with respect to X'-axis in the figure in degrees? 2. 3.