




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
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.
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
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) =...