
Use Method of Virtual Work. 1. The 10 ft long steel (E = 29,000 ksi) cantilever...
I= 940 in^4; E= 29050 ksi. Values for a= 9 and c= 7; please
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Problem #1 The Moment of Inertia I = (900 + 5 b) in^ and Modulus of Elasticity E = (29,000 + 50 d) ksi. Determine the vertical deflection at point B on the beam. (Note: Provide your answer in units of inches using 3 significant digits of accuracy.) (1 + a) kips/ft C! A B |--(4+ c) ft- (10 + C) ft
Computations: Cantilever beam: a. Span is 10 feet b. Moment of Inertia is 210 in4 c. Young’s Modulus is 29,000 ksi d. Point load at the tip of 15 kips ???? = ? − ?? ???? = ??
problem 1,2
Use the method of superposition to solve the following four problems: 1. The 9 m long cantilever beam shown below is fixed at the left end and supports a 70 kN point load at the free end (Point C) and a 300 kN-m "point couple" (clockwise) at Point B. You must use the method of superposition (along with the appropriate formulas from inside the front cover of your textbook, or from the class handout) to determine the slope...
5. Use the virtual work method using visual integration and only bending deformations to find the indicated deflections/rotations in each structure. Calculate the deflection at point D and the rotation at point B.I-1.46-10'mm and E 200 GPa. (20pts) 80 KN Moment release 60 KN 5 m 5 m 5 m 5 m 6. Use the virtual work method include both shear and bending deformations to determine the vertical deflection and rotation at point B. E-29,000 ksi; G 11000 ksi 1...
Question 1 Use virtual work method to determine the deflection at point then sketch the deflected shape for the shown beam. E=29(103) ksi and and I=2000 in 12 k 2 k/ft B 30 ft 10 ft
GIVEN: E-29,000 ksi 1-1000 in OK 40K 15 6.1K 33.3K 1o' FIND: Find the deflection at point D by virtual work. (Mm) Answer will be in inches, and give direction.
Question 3: A steel (E 30x106 psi and v 0.3) cantilever l-beam is subjected to a distributed load and a concentrated load. The I section is 4-inch-wide and 5-inch-tall, and the flange and web plates are all 0.5-inch-thick, as marked in the figure. a) Draw the moment diagram as a function of x and clearly label the moment values at 1, 2, and 4 ft. (10) b) Find the maximum tensile (normal) stress in the entire beam. (5) c) Find...
2. Use the double integration method to solve for the requested quantities. (Use whatever coordinate system you desire for the generation of the equations. You will then use your equations to solve for the quantities at the specific locations.) (20pts) Determine for 6, and where E-1.99-10° psi and 950 in' 1 klf EI 15 ft 5 ft 3. Use the virtual work method to determine the deflection of each of the joints indicated. E ksi. Find ΔΕΧ and Bar areas:...
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
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show good work plz!
Problem 2) Use the method of superposition to determine V, (the deflection of point B) of the pictured 8-m long steel beam. The beam experiences a clockwise moment at point A, MA = 80kN m, and a distributed load, w = 40 kN/m acting upwards along the beam from point B to point C. The elastic modulus of steel is E = 200 GPa and the moment of inertia for this beam is I,...