PROBLEMFor the beams loaded as shown, do the following:1. Determine the support reactions2. Draw the shear diagram by the Area Method. Show detailed computation.3. Determine the maximum values of shear and moment4. Compute the maximum deflection by the Double Integration Method. Showsolution.5. Compute the deflection at the midspan of the beam by the Double IntegrationMethod.

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Answered: 1. Determine the support reactions 2.…

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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use force method Consider the beam shown below. The structure is subjected to two concentrated loads. If all three supports settle the following amounts: A = 4.0 in., B = 2.0 in., and č = 3.5 in., determine the support reactions and draw the bending moment and shear force diagrams. 60k 90k 10 ft 10 ft 10 ft 10 ft Note: E = 4,000 ksi, / = 1200 in"; select the reaction at Support B to be the redundant.
1. We have a truss structure with a hinge on the left and a roller on the right. (Use method of moments ONLY for finding the members and use the numbered name only for each member) 30.00" a) Find the force acting on members 2, 3, 7, 9, 14, 15. (Indicate Compression or Tension) b) Determine the normal stress @ members 2, 3, 7, 9. (Use figure 2 for cross-sectional area) P/2 30.00" T IP 30.00" T Figure 1 30.00" P/2 30.00" P/2 10.00" 20.00" 2.00" 0.20" Figure 2 0.20" 2.00" 0.20"!
1. We have a truss structure with a hinge on the left and a roller on the right. (Use method of moments ONLY for finding the members and use the numbered name only for each member) 30.00" a) Find the force acting on members 2, 3, 7, 9, 14, 15. (Indicate Compression or Tension) b) Determine the normal stress @ members 2, 3, 7, 9. (Use figure 2 for cross-sectional area) P/2 30.00" D foo 30.00" Figure 1 30.00" (10 N -30.00" P/2 P/2 10.00" 20.00" 2.00" 0.20" Figure 2 0.20" 2.00" 0.20"
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Please show the Step-by-step solution. Use pen and paper to solve. Thank you Determine the reactions at the supports of the following structures and draw the Shear & Moment Diagram. 9 kips/ft P= 15 kips 25 kips |E B D
9. A single horizontal force P of magnitude 900N is applied to end D of lever ABD shown in the figure below. Knowing that portion AB of the lever has a diameter 36mm, determine a) the normal and shearing stresses on an element located at point H and having sides parallel to the x and y axes, b) the principal planes and the principal stresses at point H. 300 mm 120 mm y B H A 540 mm 36 mm P D
For the beam structure shown below, both C and E are rollers, support A is pinned. El is constant within the structure. (1) Determine the degree of indeterminacy of the structure. (2) Choose appropriate redundant(s), then apply the Force Method to calculate reaction forces at all supports. (3) Draw shear and moment diagrams of the beam (4) Apply the Conjugate Beam Method to calculate the vertical deflection at point B. -12 ft- 30 k ↓ B H -12 ft- -12 ft- E = 29,000 ksi I = 1,500 in.4 30 k ↓ D -12 ft-
QUESTION 1. Determine the reaction at pins at A, B and C and fixed support at D. Answer in component form. Take P = 8+ 0.5(third highest digit of your student number). ALSO, draw the shear and moment diagram of member BC only. 12P kN 8P kN B 4 m D -3 m 3 m- 3m 3 m-
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The frame shown in Figure 3 is subjected to tow lateral forces. Use the Portal Method, determine approximately the internal axial, shear and moments of all members and hence calculate the reactions at A and B. Assume the supports at A and B are fixed. Show details of your work including Free Body Diagrams (FBD). Hence find reactions at supports A and B. Indicate their directions. D. 60 kN 6 m 30 kN 6 m 10 m

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1. Determine the support reactions 2. Draw the shear diagram by the Area Method. Show detailed computation. 3. Determine the maximum values of shear and moment