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M7. A statically indeterminate compound beam is loaded as shown below. Which is true at point...
2- Classify each of the figures shown below as statically determinate or statically indeterminate, stable or unstable. If statically indeterminate, report the number of degrees of indeterminacy. Joint Joint Joint 19 3- Determine the reactions on the beam shown. Assume A is a pin and the support at B is a roller (smooth surface). 10KN m BALI 3m 4m am And А X
For the statically indeterminate beam shown in the figure below, compute the vertical displacement at C. Assume EI to be constant throughout. TII TTIIN
The statically indeterminate beam shown has a fixed support at A and roller supports at B and C. The reactions at those supports are given. a. Draw the shear and moment diagrams for the beam. b. Determine the distance from the point of maximum moment in section BC to the nearest points of inflection (locations where moment = 0, which is where the beam's curvature changes direction). 500 lb 800 lb/ft 10.4 kft D 20 ft 20 ft 15 ft...
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Problem 7: Consider the statically indeterminate beam shown below with the given loading. E-29,000 ksi and I-600 in. Use the stiffness method to find the rotation at node1 Draw the shear and moment diagrams for the beam. 12 k a) c) 18 ft Problem 7: a) 82.01 x 10-3rad b) P7.6k, M2-33.7k ft, P2 4.4k c) 7.0 4.4 45.6 33.7
8.4-8. Conside r a statically indeterminate elasti ic beam which is subject to two concentrated loads, each of magnitude F', as in the figure. Im (a) Write a mathematical expression for the applied loads using singu larity functions (b) Write the boundarv conditions that apply to the two end-points A and B of the beam (c) Use the results of part (a) and (b) to determine the deflection v of the beam as a function of x (d) Locate the...
Problem 7: Consider the statically indeterminate beam shown below with the given loading. E- 29,000 ksi and I- 600 in a) Use the stiffness method to find the rotation at node 1. b) Determine the unknown reactions using the force-displacement relationships. c) Draw the shear and moment diagrams for the beam. 12 k 2
3.3.3 Problem 3 The frame shown below is better classified as: (Hibbeler) a) Statically indeterminate to the 9th degree b) Statically indeterminate to the 12th degree c) Statically indeterminate to the 15th degree d) Statically indeterminate to the 18th degree
Problem 3 Statically Indeterminate Axially Loaded Members (25pts) The assembly shown consists of rigid bar ABC, two fiber-reinforced plastic (FRP) rods (1) and (3), and FRP post (2). The modulus of elasticity for the FRP is E = 18 GPa. Determine the vertical deflection of joint D relative to its initial position after the 30 kN load is applied. 2.4 m 1.8 m Rigid bar | B |(2) (3) || 3.0 m 3.6 m A = 500 mm? Az= 500...
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Problem 9: Consider the statically indeterminate beam shown below with the given loading. E and I are constant. a) Find the rotation at node 2 using the stiffness method. b) Find the unknown reactions using equilibrium and the force-displacement relationships. c) Draw final free body diagrams of the two beam elements and node 2, showing all forces with the correct values and directions. 2.0 k/ft Problem 9: 450 a) θ2_El b) M1 180k...
A beam is loaded as shown. A. Draw the V and M diagrams for the beam. B. Sketch the deflection curve. C. Write the equation for Elv"-M for each interval: 0<x<D/2 and L/2<x<L. D. List the known deflections or slopes. E. List the matching or boundary conditions. F. Write the equations for EIV' and Elv for each interval. ------ - deflection