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obtain the displacements, reaction force,and internal force of the spring systems
1. For the spring assemblage shown below, determine the unknown displacements and the reaction forces (10 points). k = 8 in k = 10 lb lb kg = 5 1b ks = 10 in wat 10 lb 1b kg = 20 in lb k = 20 in
Compute the displacements, reactions and internal forces for the structure shown
below using the flexibility method of analysis. You only need to report the displacements at
point b. All members have an elastic modulus E = 29,000 ksi
Compute the displacements, reactions and internal forces for the structure shown below using the flexibility method of analysis. You only need to report the displacements at point b. All members have an elastic modulus E = 29,000 ksi
force diagram. shear force 3. Obtain the reaction force of the statically determined beam shown in Figs 3 (a), (b) and draw the moment que diagram On bending P B c L L 412 412
Calculate the internal normal force, internal shear force, and
internal bending moment at a location 0.75m to the right of the
fixed support A.
2. (20 points) Calculate the internal normal force, internal shear force, and internal bending moment at a location 0.75m to the right of the fixed support A 6 kN 30° 30° 1.5 m 4 kN 1.5 m1.5 m
[25 points] Determine the magnitudes of the internal axial force, internal shear force, and internal bending moment at point C. Draw arrows to show the directions of the internal axial force, internal shear force, and internal bending moment at point C on both sketch. Label each arrow with its numerical value and units. Free- body diagrams and equilibrium equations are required 3. ←Ax 6 ft
Determine the internal normal force, internal shear force, and internal moment at points D and E of the frame.
1. Find displacements at each node and forces in each element for the series of spring shown below. (20 points) 3 4 3 100 K k1 k4 u2 k3 из U4 k1 50 k/in k2- 20 k/in k3-40 k/in k4-50 k/in 2. For the following truss structure, all the members has the same elastic modulus E and cross section area A. (10 points) 2 4000 lb 10.000 lb 3 3 4 30 in. 30 in. 30 in Find the structural...
() attimet woma wo spring system, the displacements of the two masses are represented by (l) and The motion is governed by the following pair of second order simultaneous differential equations az + by zdy d2 where a -20, -3, -100,--25 (a) The system is initially released from rest. Find the partouw solutions to the differential equations which satisfy the initial displacements x For this part of the question give x as a function of t. Omit the "x "...