1. For the following two structures, determine all reactions, draw the deflected shapes, and drawand label the shear and moment diagrams. Take E = 200 GPa and I = 300e6 mm².Must use the Force Method6 mB10 kN/m6 m

The beam is illustrated as: To make things simpler, the reactions for a simply supported beam with…

Answered: 1. For the following two structures,…

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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Learning Goal: To determine the reaction forces at supports on a horizontal beam by using the equations of equilibrium for a static application. Part A - Finding the vertical component of the reaction at A As shown, beam ABC is supported by the roller at A and pin at C. The geometry of the beam is given by a = 4.5 ft, b = 6.0 ft, and c = 11.5 ft. The applied forces are F = 1.10 kip and F2 = 1.25 kip. Force F1 is applied at an angle 0 = 50° with the horizontal. Neglect the weight of the beam.(Figure 1) Determine the vertical reaction at A. Express your answer to two significant figures and include the appropriate units. HA ? Ay = Value Units Submit Request Answer Part B - Finding the horizontal component of the reaction at C Determine the horizontal component of the pin reaction at Express your answer to two significant figures and include the appropriate units. Figure 1 of 1 HÀ y L. Value Units Submit Request Answer b F1 A B C Part C - Finding the vertical component of the reaction at…
Please answer carefully, do not copy. It's all wrong online. Please answer carefully, do not copy. It's all wrong online.
A beam is loaded and supported as shown. Use the double-integration method to determine the reactions at supports A and B. Assume wo = 10 kN/m and L = 9 m. Reaction forces are positive upwards and couples are positive counter-clockwise unless otherwise stated. Cut a cross-section through the beam and draw a free body diagram to the left of the cut. Determine the internal bending moment in terms of Ay. Check your equation by solving for M(x) at x = 4.5 m. Answer:Mx=4.5m = kN·m + m Ay
Please solve using 3 kip instead of 2 kip for the downward force 2 kip at P a 60° 1 kip The end of a cantilever I beam supports forces from three cables. a) If P = 0, determine the resultant force applied by the two cables to the I beam and report your result using polar vector representation. b) Repeat Part (a) if P = 1.5 kip and ? = 30?. c) With ? = 30?, what value of P will produce a resultant force that is horizontal? d) If the resultant force is to be horizontal and Pis to be as small as possible, determine the value ? should have and the corresponding value of P.
Question: Determine the internal loading in the hook shown below at the point R, 8. A free body diagram of the hook's end is provided. The hook may be analysed as a 2 dimensional body. Given: R = 0.2 m 0 = 30 deg F-3 KN 1) Find the normal force N. 2) Find the shear force V. 3) Find the bending moment M. N
Which method is correct?
A two-span continuous beam is loaded with a concentrated force at point C and a uniformly distributed load at span AB. The support at point A settles 12 mm. Young's modulus is E = 200 GPa, and the moment of inertia of the beam is I = 500x106 mm 4. (1) Prove that the beam is statically indeterminate to 1st degree. (2) Use the Force Method to determine support reactions at A, B and D. (3) Draw the shear force and bending moment diagrams for the beam. 12 mm settlement 3 kN/m OB 2m 4 kN 2m
Using the Force Method of Analysis, determine the support reactions of the beam shown. EI is constant. The support at point B is pinned while the supports at points A and C are rollers. Use By as the redundant force. 4 kN/m C A B 15 m 20 m
I need the answer quickly
Solve please
QUESTION 03 A beam ABCD is supported and loaded as shown in Figure Q3. The flexural rigidity, El is constant. By using Macaulay's method, and take point A as origin, determine the: (a) Reactions at all supports A, C and D. (b) Deflection at point B (c) Slope at support A 1 m 1 m 1 m 2 kN/m 4 kNm Figure Q3/ Rajah S3
Directions: Solve the following problems completely, and make a detailed solution. Any incompletesolution arriving at such answers will never be considered. Encircle your final answer and use ONLY AREAMETHOD in finding the V-M Diagram.

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1. For the following two structures, determine all reactions, draw the deflected shapes, and draw and label the shear and moment diagrams. Take E = 200 GPa and I = 300e6 mm². Must use the Force Method 6 m B 10 kN/m 6 m