What is the ROTATION at B (to the nearest 0.0001 radians)? a = 8 ft b=...
What is the ROTATION at B (to the nearest 0.0001 radians)? a = 6 ft b = 7 ft P = 80k E = 22 x 103ksi 1 = 3,677 in4 P JA B 4 7 a be
***please be as accurate as possible this is extra credit
because we did bad on test***
What is the ROTATION at B (to the nearest 0.0001 radians)? a = 8 ft b= 9 ft P = 183k E = 16 x 103 ksi | = 3,905 in 4 P A 7 b
What is the rotation at A to the nearest 0.0001 RAD? Neglect the negative sign. You may use any method you wish. El = 578,000 k-in2 M= 33 k-ft L1 = 16 ft L2 = 10 ft
Question 2 Find the Rotation at Cinradians. Assume positive defection is in the direction of the Consideronica Answer should be to the nearest 0.0001 RADIANS. M a = 13 ft b14 ft M = 26 k-ft E = 16 x 10ksi 1 - 1.599 in
What is the horizontal displacement at C to the nearest 0.0001 in? Include bending, axial, and shear energy. The members are rectangle (A'=A). E = 29,000 ksi G = 11,000 ksi 1 - 428 in A-A-67 in? W=7k/ft -8 ft B tc w 10 ft 384 CHAPTER 9 DEFLECTIONS USING ENERGY METHODS EXAMPLE 9.12 Determine the horizontal displacement of point on the frame shown in Fig. 9-25a. Take E = 29(10%) ksi, G = 12(10) ksi, I = 600 in.....
For the given beam the displacement at Bis 1.40 in down. The rotation at B is 0.018 radians downward. What is the total displacement at Cto the nearest 0.001 inches? Be sure to include a negative value if the deflection is down. L1 = 6 ft L2 = 8 ft El = 379,000 k-in^2
Find the rotation of the beam below at the 8 kip load using virtual work. Use E = 3600 ksi and I = 450 in 4. Remember you can save time by doing less work if any of your moments are zero. 8 kips 4 k-ft A 5 ft 10 ft
Find the rotation of the beam below at the 8 kip load using virtual work. Use E = 3600 ksi and I = 450 in 4. Remember you can save time by doing less work if any of your moments are zero. 8 kips 4 k-ft A 5 ft 10 ft
Find the rotation of the beam below at the 8 kip load using virtual work. Use E-3600 ksi and I = 450 in 4. Remember you can save time by doing less work if any of your moments are zero. 8 kips 4 k-ft A 5 ft 10 ft
Find the rotation of the beam below at the 8 kip load using virtual work. Use E = 3600 ksi and I = 450 in 4. Remember you can save time by doing less work if any of your moments are zero. 8 kips 4 k-ft A 5 ft 10 ft