Please solution only showing steps and include the dia ←EDTt3B3.Compute the reactions and bar forces produced by the applied loads.Given: AE = constant, A = 1000 mm², E = 200 GPa. Choose Cx as the redundant.Redraw the structure with the reactions and bar forces indicted on the figure.ง3 mAB00COD4 m24 kN4 m

Answered: ← ED Tt 3 B 3. Compute the reactions…

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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As shown in the figure, rod AB is steel and rod BC is an aluminum, are hinged to rigid suppots which are pinned together at B to carry a vertical load P=20kN. Each rod has a cross-sectional area of 400mm^2 and Es=200000Mpa and Ea=70000Mpa. Compute for the deformation of steel and aluminum and for the horizontal and vertical displacements of point B.
D 140 mm in the trusses analyies experiment we got the strain Reading as, B Loaden) 5train AB strain AC 5train BC (EM) (EM) (EM) O 469 1117 1116 50 465 1115 1126 100 463 1110 1131 150 458 1095 1139 200 453 1085 250 450 1080 calcute the force in each member; F= πTd²x ExE 4 d = 5.985mm E = 210 GN/m² B W с 1148 t 155
Can you answer from Point (O) to (K)
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Determine the reaction RB in lbs on a simply supported beam as shown.
For the frame and load shown in the figure,determines the components of all the forces thatthey act on the ABE element.
2.4 The truss shown is the same as in Example 2.1 except that the area of bar ab is a variable. E = 200,000 MPa. (a) For what value of Aah is v. = 0? Is this a function of the magnitude of the applied load? (b) Is it possible to obtain zero u, by varying A? (c) Suppose the applied load were vertical rather than horizontal, would it then be possible to obtain zero u, by varying Aab? If so, for what value of Aab? What would be the corresponding v.? 500 kN Fah = +400.6 kN Aab 4 m 6 m 3 m Problem 2.4 Fac = -277.8 kN Aae = 8000 mm?
PLEASE SOLVE THIS AS SOON AS POSSIBLE HEHE.THANK YOU ( STEP BY STEP SOLUTION) SURELY I WILL RATE YOU
Consider the construction shown in the figure below. The supports at A and C are flexible and have a stiffness k. The material has a modulus of elasticity of E. (Figure 1) Part A Determine the support reaction at A Express your answer in terms of r and some or all of the variables k, a, d. P, and E. nν ΑΣφ ? vec FA = Figure < 1 of 1 Submit Request Answer Part B Determine the support reaction at C. Express your answer in terms of r and some or all of the variables k, a, d, P, and E. |B If vec 2a a Fc =
For the truss shown on the figure, determine: Stress at element 4 if u3= 0.175 in and v3=0.5 in A=10in^2 E=30*10^6 moder onfront O O Ⓒ e 20 A Ⓡ O P-1000 > 15 A P-1000 b
The initially square element of a material is deformed as shown. Determine the shear strain of the element and the normal strains of the diagonals AC and BD. B Undeformed Deformed D 2.0 mm -2.015 mm uu 5661

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← ED Tt 3 B 3. Compute the reactions and bar forces produced by the applied loads. Given: AE = constant, A = 1000 mm², E = 200 GPa. Choose Cx as the redundant. Redraw the structure with the reactions and bar forces indicted on the figure. ง 3 m A B 00 CO D 4 m 24 kN 4 m