Solve the Problem by Castig ano's Second theonem 39kM/m 155KN C D EL B A k5m Q.5m-* 25m B,Left 6, Rigte? e,? 4B...
(d) Solve for p and q in terms of a, b, c, d given q-ap+b and q cp+d (e) If in the previous problem p stood for price, under what circumstances would the market clearing price (i.e. the p you solved for) be positive? (What are the restrictions on a, b, c,d that would ensure that p is positive?
a. 2m/s b. 4m/s c. 7m/s d. 5m/s e. 6 m/s The only force acting on a 1.0-kg object moving along the x axis is shown. If the velocity Vx is +2.0 m/s at t = 0, what is the velocity at t = 4.0 s? F. (N) 16 8 0 +(s) -8
Solve Problem by the conjugate beam method Compute the deflection and the slopes on both sides of the hinge at B in Figure P7.36. El is constant. Figure P7.36: 20 KN 40 KN с A F B D E k 5 m *5m 5m - 5 m 5 m
Determine the slope to the left and right of B and the displacement at D. El is constant. Use the moment-area theorems Prob. 7-36 60 kN m
23. The direction of the force on charge-q s a. Up. b. Down. c. Left. d. Right. e. The force on-q is zero. tr with sneed 5000 m/s into a region where a vertical magnetic field nateon has a larger magnetic
Problem 6. Consider the partial order on a, b, c, d, e, f,g, h\ determined by the fol- lowing Hasse diagram, XI a. and answer the following about (a) Is it true that d g? (b) Find all minimal and maximal elements. c) Are there any maximum elements? d) Find all common upper bounds of e and f (that is, find every q such that eq and f q). e) Find the least upper bound of c and e
18 kips А B с D 6 12' 6 using the work-energy method to solve the problem. For the beam El is constant. (a) (b) Compute the slopes at C. Compute the deflection at B.
1.Let A = 3m@200 South of E, B = 2m North, and C = 5m@700 South of West. Write A, B, and C in component form using unit vectors. Find the magnitude and the direction of D= A+B+C 2.Two vectors are given by 16m at 45 degrees from the x axis and 25 m at 30 degrees from the x axis. a. Draw the two vectors to scale. Start the second vector at the end of the first vector. Draw the resultant vector.
please show all work clearly Problem 6 30° W F M B •E A C d L L L = 2 m d = 1.6 m F = 4.3 kN w = 3.2 kN/m M = 6.9 kN.m Determine the internal normal force, shear force and bending moment at point E, located in the middle of BC.
Solve the problem 6 Hint- Prob Q-[0.1] x [O, 1], A-{(z, yje Q : y z) and B-( (z, y) є Q : y2 z). Let also f be a real-valued integrable function on such that AfdV 4. lem 6. Let (i) If Jo/dV = 3 find fBfdV, and compute the value of JB(2f + 5)dV. Hint: use the Tesult of problem 5 (ii) If f > 0 on A and E c A such that Vol(A \ E) =...