(a) Using the direct integration method, determine the deflection (in mm) at midspan (halfway along the...
deflection using superposition and integration
For the beam below determine the following a). Deflection at point C superposition b). Check your answer in (a) at point C using integration Note: E = 210 x 103 N/mm2 , lxx = 940 x 106 mm" dZy M 2 EI = 20 kN 1 m 8 kN/m Ci 爿 3 m
Solve using Virtual work method
P8.24. Compute the deflection at midspan of the beam in Figure P8.24. Given: 146 x 106 mm, E 200 GPa. Treat rocker at E as a roller P 18 kN 21 P8.24
P8.24. Compute the deflection at midspan of the beam in Figure P8.24. Given: 146 x 106 mm, E 200 GPa. Treat rocker at E as a roller P 18 kN 21 P8.24
3. Determine the slope and deflection at point B using the direct integration method. El is constant. (30 pts.) 15 k 20 ft
Using Conjugate Beam Method,
Determine the Deflection and slope at mid-span of a simply
supported beam, as shown in figure
Using Conjugate Beam Method, Determine the Deflection and slope at mid 40 kN 60 kN
Assignment: 25 Marks Using the general stiffness method, calculate the deflection of the free end of the cantilever beam shown in the figure below. Use the slope deflection equations to prove that the moment at the support = 2WL2 and the moment at the position where stiffness changes = 0.5 wite EI Hint: constrain the freedom of movement as indicated 17wL 16 EI Answer:
Assignment: 25 Marks Using the general stiffness method, calculate the deflection of the free end of...
Review Learning Goal: Use the method of superposition to determine the magnitude of the beam's deflection at point C. Express your answer to three significant figures and include appropriate units. To determine the deflection and slope at two positions along a beam's length using the method of superposition. Beam ABCD is subjected to the loads shown. Let w= 6.00 kip/ft, P=6.00 kip, M = 8.50 kip. ft, a 3.50 ft , b = 1.50 ft, and EI = 51000 kip....
Q2 The 10 m long simply supported beam is subjected to a uniformly distributed load w = 10 kN/m throughout and a point load P =10 kN at the midspan of the beam, as shown in Figure Q2 (a). The cross section of this beam is depicted in Figure Q2 (b), which consists of three equal rectangular steel members. Self-weight of the beam is neglected. 30 mm P= 10 KN W = 10 kN/m 200 mm 5 m 5 m...
Q2 The 10 m long simply supported beam is subjected to a uniformly distributed load w = 10 kN/m throughout and a point load P =10 kN at the midspan of the beam, as shown in Figure Q2 (a). The cross section of this beam is depicted in Figure Q2 (b), which consists of three equal rectangular steel members. Self-weight of the beam is neglected. 30 mm P = 10 kN W = 10 kN/m 200 mm 5 m 5...
Q2 The 10 m long simply supported beam is subjected to a uniformly distributed load w = 10 kN/m throughout and a point load P =10 kN at the midspan of the beam, as shown in Figure Q2 (a). The cross section of this beam is depicted in Figure Q2 (b), which consists of three equal rectangular steel members. Self-weight of the beam is neglected. 30 mm P = 10 kN w = 10 kN/m 200 mm 5 m 5...
2. Determine the vertical deflection at point C of the beam shown in Figure 2 with the virtual work method. PE 10 kN 2 kN/m El constant E= 2x 105 MPa 1-1x10 mm Figure 2
2. Determine the vertical deflection at point C of the beam shown in Figure 2 with the virtual work method. PE 10 kN 2 kN/m El constant E= 2x 105 MPa 1-1x10 mm Figure 2