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2. In stress tensor, the following components indicate the components of the direct stress: * (2...
(1 point) The inverse of the matrix 1 -2 A = - 1 1 1 -1...
(1 point) The inverse of the matrix 1 -2 A = - 1 1 1 -1 0 is 011 012 013 A-1 421 022 023 031 032 033 where 011 = 012 = 013 = 021 = 022 = A23 = 031 = 432 = 433 =
2. In the absence of body forces, do the following stress components satisfy the equations of...
2. In the absence of body forces, do the following stress components satisfy the equations of equilibrium? 011 = a [až +v (zł – za)], 022 = a [xí +v (zá – z)] , 033 1,033 = av (2ỉ + x3) -2av2122,013 = 031 = 0,023 = 032 = 0 012 = 021 =
3.) Having a reliable forecast of national economic growth can be important in making investment decisions....
3.) Having a reliable forecast of national economic growth can be important in making investment decisions. The columns Month, Actualgrowth, Forecast1, Forecast2 and Forecast3 in the associated SPSS file contain actual economic figures over a 24-month period as well as the forecasted growth figures using three separate forecasting techniques. Which of the three forecasting techniques seems to be the best? Month | Actual Growth | Forecast 1 | Forecast 2 | Forecast 3 1 .023 .008 .018 .017 2 .011 ...
Please provide a(11) through a(49) thank you! Given the following maximum problem: Maximize: P=601 +502 +...
Please provide a(11) through a(49)
thank you!
Given the following maximum problem: Maximize: P=601 +502 + 4.09 Subject to the following constraints: 221 +22+ 23 < 180 201 + 32 +2:03 <300 2:01 + 2 + 2.03 < 240 21 > 0 22 > 0 23 > 0 the Initial Simplex Tableau can be formatted in this form: P 21 03 81 82 S3 RHS au a12 013 a14 015 016 017 018 021 022 023 024 025 026 a27...
Question 2 (8 pts): Will this C++ program compile, and if not why? 001 nclude estring>...
Question 2 (8 pts): Will this C++ program compile, and if not why? 001 nclude estring> 002 include ccmath> 003 004 uning namespace std 005 006 007 templatesclass T> 008 T operator+ (const Telassa% t1, const Telassct 009 010 templatecclass T> 011 class Tolass( t2); 012 friend T operatort (const TelasseTs t1, const Telasscs t2) 014 Telass (const T& value) :m_value (value)t 015 T NumericValue) constt 016 017 018 private: 019 T value: 020 } ; 021 02 template<class T>...
Please provide a(11) through a(49) Thank you! Given the following maximum problem: Maximize: P = 100000...
Please provide a(11) through a(49)
Thank you!
Given the following maximum problem: Maximize: P = 100000 x1 + 40000 32 + 18000 3 Subject to the following constraints: 20:01 +682 + 3x3 < 182 22 <10 -21-22 +33 < 0 -921 + 12 + 23 < 0 21 > 0 x2 > 0 23 0 ALAL the Initial Simplex Tableau can be formatted in this form: P C2 $1 $2 $3 $4 RHS 23 014 a11 12 013 015 (116...
CAN BE DONE IN ANY LANGUAGE UID Values will be from 000 to 100: 001 002...
CAN BE DONE IN ANY LANGUAGE
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Question 1 (2 ponts) Indicate whether each of the following is properly classified as direct material,...
Question 1 (2 ponts) Indicate whether each of the following is properly classified as direct material, direct labor, manufacturing overhead or period cost. Logs in a sawmill Cost to market finished products 1. Direct material Electricity to run factory machines 2. Direct labor Batteries in iPhones 3. Manufacturing overhead 4. Period cost Roofers in a home building company Clerical workers in a law firm Question 2 (2 points)
2. (35pts) For a 3D combined loading, please determine the 3D stress state at point A...
2. (35pts) For a 3D combined loading, please determine the 3D stress state at point A and B in the circular cross-section of a-a. The radius of the cross-section is R. The end of the structure is clamped. We are interested in the stress state on the cross-section that is cut by a-a plane. Please go through the following steps: 2.1) (5pts) List the contributions (axial force, bending moment, or twisting torque) from F2. Clearly indicate what kind of contribution...
DO QUESTION TWO ( 2 ) all parts following table. Specimen Effective NormalShear Stress at Failure Stress (psf(psf)...
DO QUESTION TWO ( 2 ) all parts
following table. Specimen Effective NormalShear Stress at Failure Stress (psf(psf) 500 1000 2000 385 750 1510 1. Interpretation of direct shear test results (7 pts) Plot the three data points (A, B, and C) and determine the effective stress friction angle, If you decide to perform another test with an effective normal stress of 1500 psf, what do you predict the shear stress at failure will be? a. for the soil. b....
(1 point) The inverse of the matrix 1 -2 A = - 1 1 1 -1 0 is 011 012 013 A-1 421 022 023 031 032 033 where 011 = 012 = 013 = 021 = 022 = A23 = 031 = 432 = 433 =
2. In the absence of body forces, do the following stress components satisfy the equations of equilibrium? 011 = a [až +v (zł – za)], 022 = a [xí +v (zá – z)] , 033 1,033 = av (2ỉ + x3) -2av2122,013 = 031 = 0,023 = 032 = 0 012 = 021 =
Please provide a(11) through a(49)
thank you!
Given the following maximum problem: Maximize: P=601 +502 + 4.09 Subject to the following constraints: 221 +22+ 23 < 180 201 + 32 +2:03 <300 2:01 + 2 + 2.03 < 240 21 > 0 22 > 0 23 > 0 the Initial Simplex Tableau can be formatted in this form: P 21 03 81 82 S3 RHS au a12 013 a14 015 016 017 018 021 022 023 024 025 026 a27...
Question 2 (8 pts): Will this C++ program compile, and if not why? 001 nclude estring> 002 include ccmath> 003 004 uning namespace std 005 006 007 templatesclass T> 008 T operator+ (const Telassa% t1, const Telassct 009 010 templatecclass T> 011 class Tolass( t2); 012 friend T operatort (const TelasseTs t1, const Telasscs t2) 014 Telass (const T& value) :m_value (value)t 015 T NumericValue) constt 016 017 018 private: 019 T value: 020 } ; 021 02 template<class T>...
Please provide a(11) through a(49)
Thank you!
Given the following maximum problem: Maximize: P = 100000 x1 + 40000 32 + 18000 3 Subject to the following constraints: 20:01 +682 + 3x3 < 182 22 <10 -21-22 +33 < 0 -921 + 12 + 23 < 0 21 > 0 x2 > 0 23 0 ALAL the Initial Simplex Tableau can be formatted in this form: P C2 $1 $2 $3 $4 RHS 23 014 a11 12 013 015 (116...
CAN BE DONE IN ANY LANGUAGE
UID Values will be from 000 to
100:
001
002
003
004
005
006
007
008
009
010
011
012
013
014
015
016
017
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Question 1 (2 ponts) Indicate whether each of the following is properly classified as direct material, direct labor, manufacturing overhead or period cost. Logs in a sawmill Cost to market finished products 1. Direct material Electricity to run factory machines 2. Direct labor Batteries in iPhones 3. Manufacturing overhead 4. Period cost Roofers in a home building company Clerical workers in a law firm Question 2 (2 points)
2. (35pts) For a 3D combined loading, please determine the 3D stress state at point A and B in the circular cross-section of a-a. The radius of the cross-section is R. The end of the structure is clamped. We are interested in the stress state on the cross-section that is cut by a-a plane. Please go through the following steps: 2.1) (5pts) List the contributions (axial force, bending moment, or twisting torque) from F2. Clearly indicate what kind of contribution...
DO QUESTION TWO ( 2 ) all parts
following table. Specimen Effective NormalShear Stress at Failure Stress (psf(psf) 500 1000 2000 385 750 1510 1. Interpretation of direct shear test results (7 pts) Plot the three data points (A, B, and C) and determine the effective stress friction angle, If you decide to perform another test with an effective normal stress of 1500 psf, what do you predict the shear stress at failure will be? a. for the soil. b....
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