a) To find deflection and rotation at C. (EI=constants)
b) If at B roller is added, the new reactions of A and B are?
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a) To find deflection and rotation at C. (EI=constants)
b) If at B roller is added,...
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 locat...
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...
1 - (50%) Use the moment area method to determine deflection at point A, and rotation...
1 - (50%) Use the moment area method to determine deflection at point A, and rotation (slope) to the right of point C. EI is constant. B is a roller support, C is a hinge, and D is fixed. Also, if E = 29,000 ksi and I = 90,000 in^ what is the value of deflection at C. - 60k rok A - B - 30tk 30* 30 * 457
Use the conjugate-beam method and determine the slope just to the left and just to the right of the pin at B. Also, determine the deflection at D. Assume the beam is fixed supported at A, and that C is a roller. EI is constant.
Use the conjugate-beam method and determine the slope just to the left and just tothe right of the pin at B. Also, determine the deflection at D. Assume the beam isfixed supported at A, and that C is a roller. EI is constant.
2.- The beam shown in the figure, has a roller support at A, a fixed support at C and an internal...
2.- 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 α and b respectively. A uniformly distributed load, q, is applied between points B and C, and a concentrated load P acts at a distance 2a/3 from the support A. EI is constant. (a) Determine the deflection B at the hinge using superposition. Clearly state the continuity conditions...
Using slope-deflection method, draw the moment diagram. Consider two degrees of freedom, one rotation at B...
Using slope-deflection method, draw the moment diagram. Consider
two degrees of freedom, one rotation at B and one rotation at C.
Members are axially rigid and shear deformation in members can be
neglected
B EI EI 0.5L
10 kips Determine the rotation at B and10 Kips vertical deflection at A for the beam...
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'
Using principle of superposition determine deflection at point B and C (EI = 2.5 x 106...
Using principle of superposition determine deflection at point B and C (EI = 2.5 x 106 lb-in) P = 30 lb w = 10 lb/in M= 30 lb-in B A с = 15 in. 10 in. 30 in
Solve graphically (a) Rotation at D, θD; (b) Horizontal deflection at D, ΔDr. (c) Vertical deflection at D. AD 1.5 kip/ft 6 ft 15 kip 6 ft (a) Rotation at D, θD; (b) Horizontal deflection at...
Solve graphically
(a) Rotation at D, θD; (b) Horizontal deflection at D, ΔDr. (c) Vertical deflection at D. AD 1.5 kip/ft 6 ft 15 kip 6 ft
(a) Rotation at D, θD; (b) Horizontal deflection at D, ΔDr. (c) Vertical deflection at D. AD 1.5 kip/ft 6 ft 15 kip 6 ft
(a) Find the equation of elastic curves (y) (b) The deflection at B (c) The slope...
(a)
Find the equation of elastic curves (y)
(b) The deflection at B
(c) The slope at C of the beam. ( Given that EI = 100x10^6
Nm^2 )
20kN/m 10kN/m 1m 1m
Problem 3 (25 points) EI = 20,000 kN m2 For the following beam, using superposition method...
Problem 3 (25 points) EI = 20,000 kN m2 For the following beam, using superposition method and deflection equation sheet to find: (1) Find deflection at E 30 & BD pin support 2.05 m2,65 roller support 1.75 2.55 1.30 m - 4.30m (2) Find deflection at G 50 IV A B pin support roller support 2.75 2.55 m 4.30 K 1.45. 1.65
1 - (50%) Use the moment area method to determine deflection at point A, and rotation (slope) to the right of point C. EI is constant. B is a roller support, C is a hinge, and D is fixed. Also, if E = 29,000 ksi and I = 90,000 in^ what is the value of deflection at C. - 60k rok A - B - 30tk 30* 30 * 457
2.- 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 α and b respectively. A uniformly distributed load, q, is applied between points B and C, and a concentrated load P acts at a distance 2a/3 from the support A. EI is constant. (a) Determine the deflection B at the hinge using superposition. Clearly state the continuity conditions...
Using slope-deflection method, draw the moment diagram. Consider
two degrees of freedom, one rotation at B and one rotation at C.
Members are axially rigid and shear deformation in members can be
neglected
B EI EI 0.5L
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'
Using principle of superposition determine deflection at point B and C (EI = 2.5 x 106 lb-in) P = 30 lb w = 10 lb/in M= 30 lb-in B A с = 15 in. 10 in. 30 in
Solve graphically
(a) Rotation at D, θD; (b) Horizontal deflection at D, ΔDr. (c) Vertical deflection at D. AD 1.5 kip/ft 6 ft 15 kip 6 ft
(a) Rotation at D, θD; (b) Horizontal deflection at D, ΔDr. (c) Vertical deflection at D. AD 1.5 kip/ft 6 ft 15 kip 6 ft
(a)
Find the equation of elastic curves (y)
(b) The deflection at B
(c) The slope at C of the beam. ( Given that EI = 100x10^6
Nm^2 )
20kN/m 10kN/m 1m 1m
Problem 3 (25 points) EI = 20,000 kN m2 For the following beam, using superposition method and deflection equation sheet to find: (1) Find deflection at E 30 & BD pin support 2.05 m2,65 roller support 1.75 2.55 1.30 m - 4.30m (2) Find deflection at G 50 IV A B pin support roller support 2.75 2.55 m 4.30 K 1.45. 1.65
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