Find Delta By and Delta Cx using virtual work method. Bar areas ; Top Chords = 4; Bottom Chords = 2.5; BD = 3.
Find Delta By and Delta Cx using virtual work method. Bar areas ; Top Chords =...
Structural analysis 3. Use the virtual work method to determine the deflection of each of the joints indicated. E-29,000 ksi. Find ΔΕΧ and Δ1y. Bar areas: top and bottom chords 4; web members -2. (20pts) 50 k 50k 30k 0ft i0 ft 10 ft
3. Use the virtual work method to determine the deflection of each of the joints indicated. E-29,000 ksi. Find ΔΕΧ and Δο-Bar areas: top and bottom chords-4; web members-2. (20pts) 50k 30k 10 ft s0k 10 ft i0 ft
For Problems9.1 through 9.6, use the virtual work method to determine the deflection of each of the joints indicated. E 29,000 ksi for all members unless otherwise indicated. The cross section of each member is given as in2 unless noted otherwise. Find A and ACy. Bar areas: AB = 7; BC DE EC 2; AD BE = 4; and DB 6. (Ans: ACu = 2.148 in P9.1 0.394 in. -) ,ACx | 20k 40 k CV E 10k - 20...
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 Ac where E 1.99. 106 psi and I-950 in' 1 klf El 15 ft 5 ft 3. Use the virtual work method to determine the deflection of each of the joints indicated. E 29,000 ksi. 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:...
Problem # 3: Using the Virtual work method (Unit load method) method, calculate following quantities for the beam shown below. The bending moment diagram due to the applied loads is provided below. Also, note that the "moment of inertia" value is different for part of the beam (for AC: it is 2I and for CF: it is I) a) Vertical deflection at Point F b) Rotation at point D E is constant for the beam 40 k 15 k oft...
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 5 16 points (Virtual Work Determinate) Problem 5. Virtual Work Method. Determine the horizontal displacement at B. The support at A is a pin and D is a roller. El is constant. (16 points) 4 kip/ft Sen B 15 ft 15 ft 10 ft A What is the horizontal displacement at B TT T Arial 3 (12pt) т III III Path: P Words:0 QUESTION 6 16 points Sav (Virtual Work indeterminate) Problem 6. Virtual Work Method. Determine the reaction...
2. (20 points) Using the unit load method (virtual work), find the horizontal displacement of node 3 (joint 3) of the truss shown in the figure. ? R All areas = 50 mm 2 E = 200 GPa 15 kN 2 60 L4 m
Path: Words:0 QUESTION 6 16 points (Virtual Work Indeterminate) Problem 6. Virtual Work Method. Determine the reaction at A. The support at A is a roller and C is fixed. El is constant. (16 points) RA 10 ft 5 ft 4 kip B What is the reaction at A TTT Arial 3 (12pt) T !!! Path:p Words. QUESTION 7 22 points Sav (Slope-Deflection) Problem 7 Using Slope-Deflection Method, write all equations using numeric standard decimal values for calculations (Not Eractions....