Correct answer: 10.39mm downward. Slope =0.33 degrees. PLz
answer all parts correctly. Thank you :)
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Correct answer: 10.39mm downward. Slope =0.33 degrees. PLz
answer all parts correctly. Thank you :)
Part...
Determine the equations for deflection (y) and slope (0) as a function of x for the...
Determine the equations for deflection (y) and slope (0) as a function of x for the beam below. What is the deflection at A and the slope at A when E = 200 GPa and I = 65.0 (109) mm“? 10 KN 10 kN m
answer correctly and all parts plz. Thank you :) Freeman Part II: Problem 5 (15 points)...
answer correctly and all parts plz. Thank you :)
Freeman Part II: Problem 5 (15 points) Draw the shear and moment diagrams for the beam and determine the maximum shear and the maximum moment. 15 kN 5 kN/m 80 kNm B -5 m 5 m (a)
Determine the equations for deflection (y) and slope (θ) as a function of x for the beam below.
Part II: Problem 6 Determine the equations for deflection (y) and slope (θ) as a function of x for the beam below. What is the deflection at A and the slope at A when E = 200 GPa and I=65.0 (106) mm4?
will rate!! show good work plz! Problem 2) Use the method of superposition to determine V,...
will rate!!
show good work plz!
Problem 2) Use the method of superposition to determine V, (the deflection of point B) of the pictured 8-m long steel beam. The beam experiences a clockwise moment at point A, MA = 80kN m, and a distributed load, w = 40 kN/m acting upwards along the beam from point B to point C. The elastic modulus of steel is E = 200 GPa and the moment of inertia for this beam is I,...
correct answer is : Max stress:40.24mpa, min stress =0 Part II: Problem 7 (15 points) Determine...
correct answer is : Max stress:40.24mpa, min stress =0
Part II: Problem 7 (15 points) Determine the maximum bending stress and its location on the beam if M = 50 kN-m. What is the minimum stress and where is it located? 200 mm 20 mm 300 mm M 20 mm 20 mm
make sure you do it right! i will rate Group# Names of attended members: Member 3...
make sure you do it right! i will rate
Group# Names of attended members: Member 3 Member 2 Member 1- Problem 3 (25 points) Calculate the deflection and rotation at the free end (point C) for the beam below using superposition method.The beam is made out of Aluminum with modulus of elasticity of E-200 GPa. 5 kN/m 25 kN.m M I A В W 250x167 бm 4m Flange Web Thick Axis X-X Axis VY Thick Area Depth Width ness ness...
Correct answer : angle= 1.9 degrees, 59.68Mpa Part II: Problem 4 (15 points) The 6061-T6 aluminum...
Correct answer : angle= 1.9 degrees, 59.68Mpa
Part II: Problem 4 (15 points) The 6061-T6 aluminum shaft is 1 m long and hollow from A to B with loads applied at the midpoint and end of the shaft. Determine the maximum shear stress in the shaft and the angle of twist at A. The outer diameter is 80 mm and the inner diameter is 60 mm in the hollow section. B 4 kN.m 2 KN-m
please answer all parts CORRECTLY. this is 1 complete problem w/ multiple parts. please do all...
please answer all parts CORRECTLY.
this is 1 complete problem w/ multiple parts. please do all
.
thank u for your help.
For the quadratic function f(x) = 2x2 - x +5, answer parts (a) through (1) (a) Find the vertex and the axis of symmetry of the quadratic function, and determine whether the graph is concave up or concave down. The vertex is 0 (Simplify your answer. Type an ordered pair, using integers or fractions.) What is the equation...
Have I done part f) and g) correctly? PART A: Structures Questions Three (3) questions; Answer all questions; The q...
Have I done part f) and g) correctly?
PART A: Structures Questions Three (3) questions; Answer all questions; The questions carry the number of marks indicated; Total marks for Part A is 24. Answer the questions on this Examination Question Paper in the spaces provided. Nothing written on an answer booklet, on scrap paper or else where will be marked for Part A. Signs and units are an essential part of any answer. Some formulas and solutions of elastic curves...
Please answer ALL parts of the question. Will rate immediately!! Thank you!! 3. Modeling with Differential Equations a. Provide slope fields for the following differential equations: DE#1: y'-y-c...
Please answer ALL parts of the question. Will rate immediately!!
Thank you!!
3. Modeling with Differential Equations a. Provide slope fields for the following differential equations: DE#1: y'-y-cos x; DE#3: y'-y-cos y. (4pts) DE#2: y-x-cos y, b. For each slope field, draw the solution curve for the initial condition y(0) 1. (4pts) Attach separate pages c. Use Euler's method to estimate y(2), using steps of h 0.5 and h0.1 '-y cosx,y(0)-1 You can use technology. Write your results accurate to...
Determine the equations for deflection (y) and slope (0) as a function of x for the beam below. What is the deflection at A and the slope at A when E = 200 GPa and I = 65.0 (109) mm“? 10 KN 10 kN m
answer correctly and all parts plz. Thank you :)
Freeman Part II: Problem 5 (15 points) Draw the shear and moment diagrams for the beam and determine the maximum shear and the maximum moment. 15 kN 5 kN/m 80 kNm B -5 m 5 m (a)
will rate!!
show good work plz!
Problem 2) Use the method of superposition to determine V, (the deflection of point B) of the pictured 8-m long steel beam. The beam experiences a clockwise moment at point A, MA = 80kN m, and a distributed load, w = 40 kN/m acting upwards along the beam from point B to point C. The elastic modulus of steel is E = 200 GPa and the moment of inertia for this beam is I,...
correct answer is : Max stress:40.24mpa, min stress =0
Part II: Problem 7 (15 points) Determine the maximum bending stress and its location on the beam if M = 50 kN-m. What is the minimum stress and where is it located? 200 mm 20 mm 300 mm M 20 mm 20 mm
make sure you do it right! i will rate
Group# Names of attended members: Member 3 Member 2 Member 1- Problem 3 (25 points) Calculate the deflection and rotation at the free end (point C) for the beam below using superposition method.The beam is made out of Aluminum with modulus of elasticity of E-200 GPa. 5 kN/m 25 kN.m M I A В W 250x167 бm 4m Flange Web Thick Axis X-X Axis VY Thick Area Depth Width ness ness...
Correct answer : angle= 1.9 degrees, 59.68Mpa
Part II: Problem 4 (15 points) The 6061-T6 aluminum shaft is 1 m long and hollow from A to B with loads applied at the midpoint and end of the shaft. Determine the maximum shear stress in the shaft and the angle of twist at A. The outer diameter is 80 mm and the inner diameter is 60 mm in the hollow section. B 4 kN.m 2 KN-m
please answer all parts CORRECTLY.
this is 1 complete problem w/ multiple parts. please do all
.
thank u for your help.
For the quadratic function f(x) = 2x2 - x +5, answer parts (a) through (1) (a) Find the vertex and the axis of symmetry of the quadratic function, and determine whether the graph is concave up or concave down. The vertex is 0 (Simplify your answer. Type an ordered pair, using integers or fractions.) What is the equation...
Have I done part f) and g) correctly?
PART A: Structures Questions Three (3) questions; Answer all questions; The questions carry the number of marks indicated; Total marks for Part A is 24. Answer the questions on this Examination Question Paper in the spaces provided. Nothing written on an answer booklet, on scrap paper or else where will be marked for Part A. Signs and units are an essential part of any answer. Some formulas and solutions of elastic curves...
Please answer ALL parts of the question. Will rate immediately!!
Thank you!!
3. Modeling with Differential Equations a. Provide slope fields for the following differential equations: DE#1: y'-y-cos x; DE#3: y'-y-cos y. (4pts) DE#2: y-x-cos y, b. For each slope field, draw the solution curve for the initial condition y(0) 1. (4pts) Attach separate pages c. Use Euler's method to estimate y(2), using steps of h 0.5 and h0.1 '-y cosx,y(0)-1 You can use technology. Write your results accurate to...
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