Question 3 (30 points) Find reactions by using force method and deflection at F (horizontal). 20 ...
Question 3 (30 points): Determine the smallest moment of inertia I required for the members of the frame shown, so that the horizontal deflection at joint C does not exceed 1 inch. Use the virtual work method. E 29000 ksi EI - Constant. 7k Hinge 20 ft 10 ft10 ft Question 3 (30 points): Determine the smallest moment of inertia I required for the members of the frame shown, so that the horizontal deflection at joint C does not exceed...
Determine the horizontal deflection at joint E of the truss shown below by (a) Virtual workmethod (b) Castigliano’s second theorem Problem 1. Determine the horizontal deflection at joint E of the truss shown below by a) Virtual work method [13 pts] b) Castigliano's second theorem (13 pts] 6k 6k 6k bo 4k C E 10 ft B |-54t-5-5f-+5ft- EA = constant E = 29,000 ksi A = 6 in.2
Question 7 Determine the reactions and the force in each member of the following truss using the Force Method. 30k 1609 40k - 2 panels at 8 fft = 16 ft - EA = constant Page 3 of 4
Q4: Using slope-deflection method, determine the reactions of the supports for the frame shown in Figure (4). Then draw shear and bending moment diagrams for the frame . E is constant. I need it in 30min or 1 h SA E DI 10 ft B-10 k 5 ft A 20 ft +5 Sft E = constant E
Problem No.1: Solve the following indeterminate beams using slope-deflection method. Find reactions draw shear force and bending moment diagrams. Also show your calculations: 30 kN 10 kN/m 4 m 9 m 6 m El Constant
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
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...
Problem 4. Determine the reactions and draw the shear and bending moment diagrams for the beams shown below using the slope-deflection method. 20 k 3 k/ft 1.5 k/ft E 29,000 ksi 1 1,650 in.4
3. Determine the slope and deflection at point B using the direct integration method. El is constant. (30 pts.) 15 k 20 ft
Using the virtual work method, determine the horizontal deflection at joint C of the truss. of the trusses shown in Figure P8.13 and 8.6 Using the virtual work method, determine the horizontal deflection at joint Figure P8.14 101 30 k 10 ft Fig. 3.13. Truss.