Example 2: For the beam shown below, find (a) the deflection at D and (b) the...
10 kips Determine the rotation at B and10 Kips vertical deflection at A for the beam shown below. Use E-29,000 ksi and I-200 in4. Consider that 1 A 一®.7 A: is not constant when finding M/EI OTT 21 12' .. D diagram. 6 6'
4. Calculate the vertical deflection and rotation at point A of the beam shown using the virtual work method using conventional integration and only bending deformations to find the indicated deflections/ rotations in each structure. E 29,000 ksi. (20pts) 2 klf A 1- 1500 in B 3600 in C 10 ft
Structural analysis 4. Calculate the vertical deflection and rotation at point A of the beam shown using the virtual work method using conventional integration and only bending deformations to find the indicated deflections/rotations in each structure. E-29,000 ksi. (20pts) 2 klf A 1 1500 in B 3600 in C
Q2. Determine the maximum rotation and deflection of the beam shown below using Table Method only. Assume E =29000 ksi and 1-500 in'. (25%) 15 k Prob. 8-10 from Textbook
The two-span continuos beam (ABC) shown in the sketch below carries a uniformly distributed load, w, in the left side span AB. Assume that EI is constant. Use the method of virtual work, together with the principle of relative displacements, to determine the following quantities in terms of E,I,L and w: The two-span continuous beam (ABC) shown in the sketch below carries a uniformly distributed load, w, in the left side span AB. Assume that El of the beam is...
Problem 4 Use the conjugate beam method to determine the slope and deflection at point B of the beam shown. E- 29,000 ksi. I-3,000 in4. 2 k/ft 30 ft
Please show work Answer shown below 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
2 - Using moment area method, for the beam shown in Figure P-2 find deflection at the center (point C) and rotation under the concentrated load (point D). Also, find location and value of the maximunm deflection. EI constant. 3- Repeat Problem 2 where I for CB is twice as large as I for AC. 4 - For the beam shown in Figure P-3, find the reactions and draw shear and moment diagrams. A is fixed, B and D are hinges, and...
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
For the cantilever steel beam shown below, find the deflection at point B. Q5 Assume that: L 3 m, Mo 70 kN-m, E 200 GPa, I 129 x 106 mm4 and w= 15 kN/m. Mo Figure 5 [20 marks]