Consider the cantilever beam shown in (Eigure 1). Suppose that IAB = 880(10) mm, IBC = 150(10) mm². Take E = 200 GPa. Figure 12 kN/m Lu -2m 8 kN/m 1 of 1 > Submit ✓ Correct Part B Determine the displacement at point C measured downward. Use Castigliano's theorem. Express your answer to three significant figures and include the appropriate units. Enter positive value if the displacement is downward and negative value if the displacement is upward. Ac = Submit Part C Previous Answers 8c= Submit Value 3 Request Answer Units Determine the slope at point C measured counterclockwise from the positive z axis. Use Castigliano's theorem. Express your answer using three significant figures. 197| ΑΣΦ. 41 | vec Request Answer DKK ? ? rad

Consider the cantilever beam shown in (Eigure 1). Suppose that IAB = 880(10) mm, IBC = 150(10) mm². Take E = 200 GPa. Figure 12 kN/m Lu -2m 8 kN/m 1 of 1 > Submit ✓ Correct Part B Determine the displacement at point C measured downward. Use Castigliano's theorem. Express your answer to three significant figures and include the appropriate units. Enter positive value if the displacement is downward and negative value if the displacement is upward. Ac = Submit Part C Previous Answers 8c= Submit Value 3 Request Answer Units Determine the slope at point C measured counterclockwise from the positive z axis. Use Castigliano's theorem. Express your answer using three significant figures. 197| ΑΣΦ. 41 | vec Request Answer DKK ? ? rad

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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Consider the truss shown in (Figure 1). Assume the members are pin connected at their end points. Take A = 2.1 in? and E = 29(10³) ksi for each member. Use the method of virtual work to solve this problem. Part A Determine the vertical displacement of joint A measured downward. Express your answer using three significant figures. Enter positive value if the displacement is downward and negative value if the displacement is upward. vec Figure 1 of 1 DA. in. %3D Submit Request Answer 8 ft Provide Feedback Next > A 8 ft 8 ft 1000 lb 500 lb
PLEASE REFER TO THE GIVEN VALUES BELOW. For the beam loaded as shown in the figure, determine the following unknowns using DOUBLE INTEGRATION METHOD. Consider 300 mm x 300 mm section and E = 200 GPa. Round-off to 3 decimal places. a = 3.3m b = 16 kN/m c = 16 kN - Determine reaction at A in kN. - Slope of the elastic curve at A in degrees. Indicate negative sign as necessary. - Deflection at B in mm. Indicate negative if downward. - Deflection at D in mm. Indicate negative if downward.
For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at. A. Assume a constant value of EI = 113000 kip-ft² for the beam; wo = 2.0 kips/ft, LAB = 15 ft. LBC= 8 ft. - Wo A Answer: (a) 8B = (b) VA= LAB rad in. B LBC C X
Consider the truss shown in (Figure 1). Assume the members are pin connected at their end points. Take A = 200 mm² and E = 200 GPa for each member. Suppose that F = 14 kN. Figure 4 m E 4 m 24 kN B 4 m
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Dont Copy from chegg need step wise step and correct answers only Use Finite Elemental method Calculate the displacement at the free end of the inclined beam shown in Figur the problem when the applied load is parallel to the x- axis and has a magnitude of 15000 N. Repcat 20000 N 1 = 2000 cm A = 25 cm? 45 400
Three steel rods, each having a cross-sectional area of 500 mm2, are assembled in a symmetrical manner, ass shown in the igure. Assume that steek behaves as a linear elastic material with E= 200 GPa. Determine the deflection of joint A due to a downward force of P= 2MN
The beam shown in the figure has a roller support at A, a fixed support at C and an internal hinge at B. The lengths of segments AB and BC are a and b respectively. A uniformly distributed load, q, is applied between points B and C, and a concentrated load P acts at a distance a/2 from the support A. EI is constant. a/2 P for quin A B Figure 2: Beam with internal hinge Determine the expression for the elastic curve (v(x)) for segment AB using the method of integration. Use a = 2 m, b = 3 m, E = 70 GPa, I = 198 × 106 mm4, P = 10 kN and q = 2 kN/m.
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A beam is subjected to a uniform force w as shown in the figure below. The E of the entire section is 200 GPa, and the I is 60×10^6 mm^4. Try to draw the beam’s Shear Curve and Moment Curve.(a) If point C supports sink 0.1 m before assembly(b) If the uniform force w is removed and the point C sinks, but the point A support is rotated 0.005 rad clockwise before assembly
Solve for the displacement and reaction of the given figure. Pls help!
For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at A. Assume a constant value of El = 125000 kip-ft² for the beam; wo = 3.0 kips/ft, LAB = 8 ft. LBc = 4 ft. wo LBC LAB Answer: (a) 0g = 0.00869 (b) VA = rad in. C