![2. Consider the frame structure shown in the figure right. There are three elements with the same material and cross-sectional properties (E-2, A=1 &に1). The first element is under the distributed load (w 10 per length) Answer the following questions. 2 2)3 (3 L-0.5 L=0.5 L-1 U5[0, 0, 0, 0.4, 0.3,-0.4, 0.2, 0.1, -0.3,0, 0,-0.2] Assume that the internal force vectors of the frame structure are given as below. Answer the questions 6) and 7) s- 05583s-0.72820.7282 0.5583 0.2791 0.7282 0.5583 9.2718 3.7136 0.5583 0.7282 0.5533 0.5583 0.5583 0.7282 0.2791 6) (10pts) Draw the shear force diagram of Element 1](http://img.homeworklib.com/questions/d01cace0-c887-11ea-b31d-3d9befbcb04c.png?x-oss-process=image/resize,w_560)
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2. Consider the frame structure shown in the figure right. There are three elements with the...
39. Solve the following frame structure using a commercial finite element analysis program. The f...
39. Solve the following frame structure using a commercial finite element analysis program. The frame structure is under a uniformly distributed load of q 1000 N/m and has a circular cross section with radius r 0.1 m. For material property, Young's modulus E 207 GPa Plot the deformed geometry with an appropriate magnifica- tion factor, and draw a bending moment and shear force diagrams. 2 m 2 m
39. Solve the following frame structure using a commercial finite element analysis...
A plane structure consists of three truss elements connected to four nodes, as shown below. All t...
A plane structure consists of three truss elements connected to four nodes, as shown below. All trusses have cross sectional area A -7.104 m2 and elastic modulus E = 210 GPa. The length of each truss element is L = 1 m. A point force, P -5 kN, is acting on node 4 L/2 3.1 Calculate the displacements at the nodes 3.2 Calculate the reaction forces 3.3 Calculate the stress in each bar
A plane structure consists of three truss...
1. For the truss structure shown in the figure right, answer the following questions. Let E-A-1,...
1. For the truss structure shown in the figure right, answer the following questions. Let E-A-1, L 2 and F-5 1) (5pts) What is the total number of Degree Of Freedoms (dofs)? (10pts) Complete the FE model table below 2) Elem Nodei Nodej Orientation (8) dofs 90 1, 2, 3, 4 L1a)13) 45 3) 4) (5pts) Show the transformation matrix of Element 2. (5pts) Obtain the element stiffness matrix of Element 2 in the global coordinate, [K]
Two fuzzy as follow sets A,B defined on the universe X={0,1,2,3,4,5,6,7,8,9} A 0.1/1, 0.2/2, 0.6/3, 1/4,...
Two fuzzy as follow sets A,B defined on the universe X={0,1,2,3,4,5,6,7,8,9} A 0.1/1, 0.2/2, 0.6/3, 1/4, 0.5/5,0.3/6, 0.2/7, 0.1/8} B 0.2/1, 0.3/2, 0.6/3,1/4, 0.7/5, 0.4/6, 0.3/7, 0.2/8, 0.1/9 Answer the following questions: (I)Sketch the membership functions of A and B sets (ii Compute and sketch C=AOB & D=AUB; (iii) Is the following relation true/false? Please clarify ACB
Two fuzzy as follow sets A,B defined on the universe X={0,1,2,3,4,5,6,7,8,9} A 0.1/1, 0.2/2, 0.6/3, 1/4, 0.5/5,0.3/6, 0.2/7, 0.1/8} B 0.2/1, 0.3/2, 0.6/3,1/4,...
Create chart or table Consider the system with the impulse response ht)e u(t), as shown in Figure...
Create chart or table Consider the system with the impulse response ht)e u(t), as shown in Figure 3.2(a). This system's response to an input of x(t) 1) would be y(t) h(r ult 1). as shown in Figure 3.2(b). If the input signal is a sum of weighted, time-shifted impulses as described by (3.10), separated in time by Δ = 0.1 (s) so that xt)01-0.1k), as shown in Figure 3.2(c), then, according to (3.11), the output is This output signal is...
Problem 2) Combined Loading (30 points) The structure shown has a diameter of 40 mm. The length d...
Problem 2) Combined Loading (30 points) The structure shown has a diameter of 40 mm. The length dimensions are a# 500 mm and d-100mm. Using load magnitudes of = 3000 N, 1000 N, and B = 1500 N, determine the normal and shear stresses in the structure at point H. (Point H is co-planar with the xy plane.) 乃 The cross-sectional properties are: A 1257 mm2 251,327 mm l, = 1.-125,664 Ton" Qmax 5333 mm Present your answers in the...
Consider the more difficult classification problem shown in the chart below Question 5: Consider the more difficult cla...
Consider the more difficult classification problem shown in the
chart below
Question 5: Consider the more difficult classification problem shown in the chart below: Class -1 0.9 O Class 1 0.8 0.6 0.4 0.3 0.2 0.1 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.91 i1 Figure 6: A set of two-dimensional input samples from two classes (a) As you certainly noticed, a single perceptron cannot do this classification task perfectly. Determine the minimum error that a single perceptron...
Three resistors of values 2 Ω, 6 Ω and 12 Ω are connected across a DC voltage source as shown
Three resistors of values 2 Ω, 6 Ω and 12 Ω are connected across a DC voltage source as shown in Figure 21-12. If the total current through the circuit is / 2.0 A, what is the current through the 12 Ω resistor? 0.3 A 0.1 A 0.4 A 0.2 A 0.5 A
Question I.5 Figure 1.5 shows a frame with loads at A and D. Select the closest...
Question I.5 Figure 1.5 shows a frame with loads at A and D. Select the closest value for the magnitude of the total reaction at B. Assume the weight of the frame is zero. 40 kN VE 96.2 kN (a) (Ь -40 kN 5 m (c) -87.5 kN 30 kN (d) 57 kN 4m ao 1 m (e) 50 kN Figure L.5 Low mass frame Question I.6 In the shear and bending moment equations for beams, which of the following...
Select the IR spectrum that corresponds best to 3-hydroxy-2-butanone. (See the Hint for the structure.) Key...
Select the IR spectrum that corresponds best to
3-hydroxy-2-butanone. (See the Hint for the structure.) Key
absorptions are marked on the spectra.
Select the IR spectrum that corresponds best to 3-hydroxy-2-butanone. (See the Hint for the structure.) Key absorptions are marked on the spectra. 0.9 1 0.8 0.7 C 0.6 0.5 0.4 0.3 3180 0.2 1660 1630 0.1 3360 1000 2000 4000 3000 Wavenumber (cm
39. Solve the following frame structure using a commercial finite element analysis program. The frame structure is under a uniformly distributed load of q 1000 N/m and has a circular cross section with radius r 0.1 m. For material property, Young's modulus E 207 GPa Plot the deformed geometry with an appropriate magnifica- tion factor, and draw a bending moment and shear force diagrams. 2 m 2 m
39. Solve the following frame structure using a commercial finite element analysis...
A plane structure consists of three truss elements connected to four nodes, as shown below. All trusses have cross sectional area A -7.104 m2 and elastic modulus E = 210 GPa. The length of each truss element is L = 1 m. A point force, P -5 kN, is acting on node 4 L/2 3.1 Calculate the displacements at the nodes 3.2 Calculate the reaction forces 3.3 Calculate the stress in each bar
A plane structure consists of three truss...
1. For the truss structure shown in the figure right, answer the following questions. Let E-A-1, L 2 and F-5 1) (5pts) What is the total number of Degree Of Freedoms (dofs)? (10pts) Complete the FE model table below 2) Elem Nodei Nodej Orientation (8) dofs 90 1, 2, 3, 4 L1a)13) 45 3) 4) (5pts) Show the transformation matrix of Element 2. (5pts) Obtain the element stiffness matrix of Element 2 in the global coordinate, [K]
Two fuzzy as follow sets A,B defined on the universe X={0,1,2,3,4,5,6,7,8,9} A 0.1/1, 0.2/2, 0.6/3, 1/4, 0.5/5,0.3/6, 0.2/7, 0.1/8} B 0.2/1, 0.3/2, 0.6/3,1/4, 0.7/5, 0.4/6, 0.3/7, 0.2/8, 0.1/9 Answer the following questions: (I)Sketch the membership functions of A and B sets (ii Compute and sketch C=AOB & D=AUB; (iii) Is the following relation true/false? Please clarify ACB
Two fuzzy as follow sets A,B defined on the universe X={0,1,2,3,4,5,6,7,8,9} A 0.1/1, 0.2/2, 0.6/3, 1/4, 0.5/5,0.3/6, 0.2/7, 0.1/8} B 0.2/1, 0.3/2, 0.6/3,1/4,...
Create chart or table Consider the system with the impulse response ht)e u(t), as shown in Figure 3.2(a). This system's response to an input of x(t) 1) would be y(t) h(r ult 1). as shown in Figure 3.2(b). If the input signal is a sum of weighted, time-shifted impulses as described by (3.10), separated in time by Δ = 0.1 (s) so that xt)01-0.1k), as shown in Figure 3.2(c), then, according to (3.11), the output is This output signal is...
Problem 2) Combined Loading (30 points) The structure shown has a diameter of 40 mm. The length dimensions are a# 500 mm and d-100mm. Using load magnitudes of = 3000 N, 1000 N, and B = 1500 N, determine the normal and shear stresses in the structure at point H. (Point H is co-planar with the xy plane.) 乃 The cross-sectional properties are: A 1257 mm2 251,327 mm l, = 1.-125,664 Ton" Qmax 5333 mm Present your answers in the...
Consider the more difficult classification problem shown in the
chart below
Question 5: Consider the more difficult classification problem shown in the chart below: Class -1 0.9 O Class 1 0.8 0.6 0.4 0.3 0.2 0.1 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.91 i1 Figure 6: A set of two-dimensional input samples from two classes (a) As you certainly noticed, a single perceptron cannot do this classification task perfectly. Determine the minimum error that a single perceptron...
Three resistors of values 2 Ω, 6 Ω and 12 Ω are connected across a DC voltage source as shown in Figure 21-12. If the total current through the circuit is / 2.0 A, what is the current through the 12 Ω resistor? 0.3 A 0.1 A 0.4 A 0.2 A 0.5 A
Question I.5 Figure 1.5 shows a frame with loads at A and D. Select the closest value for the magnitude of the total reaction at B. Assume the weight of the frame is zero. 40 kN VE 96.2 kN (a) (Ь -40 kN 5 m (c) -87.5 kN 30 kN (d) 57 kN 4m ao 1 m (e) 50 kN Figure L.5 Low mass frame Question I.6 In the shear and bending moment equations for beams, which of the following...
Select the IR spectrum that corresponds best to
3-hydroxy-2-butanone. (See the Hint for the structure.) Key
absorptions are marked on the spectra.
Select the IR spectrum that corresponds best to 3-hydroxy-2-butanone. (See the Hint for the structure.) Key absorptions are marked on the spectra. 0.9 1 0.8 0.7 C 0.6 0.5 0.4 0.3 3180 0.2 1660 1630 0.1 3360 1000 2000 4000 3000 Wavenumber (cm
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