3. A planar object is loaded and supported as shown. The weight of the object is...
Solve this using Z transform table and algebraic manipulation of
the function. Make it as simple as possible.
3. Z(z) = (1 + + 22); ROC: 121 > 1/2
Im wondering how to do b).
(6) We define the set of compactly supported sequences by qo = {(zn} : there exists some N > 0 so that Zn = 0 for all n >N). We define the set of compactly supported rational sequences by A={(za) E ao : zn E Q for all n E N). (a) Prove that A is countable (b) Prove that for 1 S p<oo the set A is dense in P. You may use...
3. Evaluate the product lin=1(4k/2). Prove your answer. 4. Give an asymptotically tight bound for Ση=1 kr where r > 0 is a constant.
(1 [xii) Ic: aix has two distinct real eigenvalues if and only if k >
Problem 2: A beam is loaded and supported as shown below. Please draw the complete shear and bending moment diagrams 3 kN 4 kN/m 6kN С 3 kNm DI A В. -1.5 m-*-1 m 6 kN m -2 m -1.5 m 11 KN OKN 18 kN 12
Problem Statement:
An 6061 wrought aluminum beam is loaded and supported as shown.
Find the following, and neglecting the effect of self-weight.
(a) The deflection of the beam midway between the
supports.
(b) The maximum deflection between the supports.
(c) The location of the maximum deflection between the
supports.
(d) The deflection of the beam at point A.
(e) The deflection of the beam at point E.
(f) The factor of safety against yielding for the beams maximum
flexural stress....
60 mm high, 40 mm wide plate with a thickness of 5 mm is loaded
as shown in the figure below. a) Use Mohr's circle to determine the
normal and shear stresses along the diagonal AC. Show the stress
state on the Mohr circle. b) Sketch an element showing the maximum
shear stress state.
10 kN 60 mmvai 30 kN Ą I PK > 5 mm 40 mm
Question 6 of 29 > The graph shows the force acting on an object as a function of the position of the object. For each numbered interval given, find the work W done on the object. 1) from x = 0 m to x = 2.10 m F (N) W = 1 2 3 4 5 6 7 Tx(m) 10 8 9 2) from x = 3.00 m to x = 5.50 m W2 = 3) from x = 7.00...
E- 230 GPa and I 65.0(106) mm1 (Figure 1) Part A Determine the slope of end A of the cantilevered beam. Express your answer to three significant figures and include the appropriate units Value Units Submit Request Answer Provide Feedback Next > Figure 1 of 1 10 kN 3 kN/m
N> 95 tvrns (ngk1 n_ins.ns