Homework Answers
Given the following data draw shear diagram and moment diagram P1-6N at x-10m, w1-3N/m between x-5m...
Given the following data draw shear diagram and moment diagram P1-6N at x-10m, w1-3N/m between x-5m and x-7m, M1-7N/m counterclockwise at x-5m, q2-30N between x-0m and x-4m 5 10. 5. (m) o
x7=12KN , x8=19kN/m, x4=4m, x5=39m, x6=5m, Q2. In the 3-span beam shown in the Figure 2, the...
x7=12KN , x8=19kN/m, x4=4m, x5=39m, x6=5m,
Q2. In the 3-span beam shown in the Figure 2, the support at C settles by 15 mm. Using the method of moment distribution method, a) Calculate joint moments (10 marks); b) Draw the bending moment diagram (10 marks); c) Calculate the supports' vertical reactions (10 marks); and d) Draw the shear force diagram (5 marks). Hint: For the calculation of Fixed End Moments, you can use the principle of superposition to add the settlement-related...
B 5m sm/ sm sm/ 5 m C5 5 m Calculate the support reactions for the...
B 5m sm/ sm sm/ 5 m C5 5 m Calculate the support reactions for the pin at E and cable at D, then use the method of ioints to calculate the force in each member of the cantilever truss shown in the diagram. Given that F, = 30 kN and F2 = 20 kN. Enter your results using the convention that Tension is positive. Please include the unit ("kN") within all your answers and round to 3 significant figures...
Question 19 What is the inverse of the matrix 3-m 12+5m 5 b. 1 3-m 12-5m5...
Question 19 What is the inverse of the matrix 3-m 12+5m 5 b. 1 3-m 12-5m5 4 c. 1 3 -m 12 +5ml -5 4. d. 4 m 12 +5m15 3 m[s > Click Submit to complete this assessment. MacBook Pro % 5 0 4 E Moving to another question will save this response Question 18 The determinant of the matrix -3 3-4 2 OK 3 0 4 al a. 3(8-3) b.3(3k - 8) c-> d. 3(3k+8) > Moving to...
1. (40 pts.) HingeHinge 6 m 6 m 6 m 6 m Consider the given continuous beam above and a) Use Müller Breslau Principle and draw the influence lines of the vertical support reaction at C, shear force...
1. (40 pts.) HingeHinge 6 m 6 m 6 m 6 m Consider the given continuous beam above and a) Use Müller Breslau Principle and draw the influence lines of the vertical support reaction at C, shear force at B and moment at B. Calculate the ordinates at the points A, B, C, D, E, F and G. (30 pts.) e the maximum positive shear force at B considering the following loading below. Also show what will be the loading:...
Draw shear force and moment diagrams W1 2 | P = 15 kN Given: c =...
Draw shear force and moment diagrams
W1 2 | P = 15 kN Given: c = 1.75 m d = 5.00 m a 1.25 m b 2.00 m W1 4 kN/m w2 5 kN/m
A=4 B=7 1) For the foundation sitting on top of the 5m thick soil calculate dimension....
A=4 B=7
1) For the foundation sitting on top of the 5m thick soil calculate dimension. (Factor of Safety:3 (30p) (AX100) KN (B x3) kNm SPT-N (A+2B) 5 m b XD Uniform sand JIKUM) ya 15 kN/m a. Determine the q (angle of internal friction angle) of sand by using the given formula. b. Find the dimension b based on bearing capacity c. Find settlement by using 2:1 rule (DO NOT CHANGE DIMENSION AFTER SETTLEMENT Calculation) 9. = 1.3cN+y D,N,...
2. (30 pts.) 5 m B C D 6panels at 31n = 18 m Consider the given truss above and assuming loads acts on the bridge deck along the bottom cord write equations with respect to x and a) Draw the influ...
2. (30 pts.) 5 m B C D 6panels at 31n = 18 m Consider the given truss above and assuming loads acts on the bridge deck along the bottom cord write equations with respect to x and a) Draw the influence line for the force in member Cl and U by writing necessary equations. (20 pts.) b) Determine the maximum tension force in member IU considering the following loading below: (10 pts.) uniform dead load w-2 kN/m uniform live...
si vous ne postany de la 5. What is the profitability index for an investment with the following cash flows given a 14....
si vous ne postany de la 5. What is the profitability index for an investment with the following cash flows given a 14.5 percent required return? Year wNeo Cash Flow -$46,500 $12,200 $38,400 $11,300 A. 0.94 B. 0.98 C. 1.02 D. 1.06 E. 1.11 6. You are considering a project with an initial cost of $7,500. What is the payback period for this project if the cash inflows are $1,100, $1,640, $3,800, and $4,500 a year over the next four...
A B C D E F 8' 8' 8' 8' 8' civil engineering Draw influence lines...
A B C D E F 8' 8' 8' 8' 8' civil engineering
Draw influence lines (show the values and locations for all key points) for the following: Karagi programoginta a) Influence Line for Vertical (upwards) Reaction at F, Fy b) Influence Line for Vertical Reaction at B, BY c) Influence Line for Positive Internal Shear Force just to the right of D, Veight d) Influence Line for Positive Internal Bending Moment at B, M, e) Maximum value of By...
Given the following data draw shear diagram and moment diagram P1-6N at x-10m, w1-3N/m between x-5m and x-7m, M1-7N/m counterclockwise at x-5m, q2-30N between x-0m and x-4m 5 10. 5. (m) o
x7=12KN , x8=19kN/m, x4=4m, x5=39m, x6=5m,
Q2. In the 3-span beam shown in the Figure 2, the support at C settles by 15 mm. Using the method of moment distribution method, a) Calculate joint moments (10 marks); b) Draw the bending moment diagram (10 marks); c) Calculate the supports' vertical reactions (10 marks); and d) Draw the shear force diagram (5 marks). Hint: For the calculation of Fixed End Moments, you can use the principle of superposition to add the settlement-related...
B 5m sm/ sm sm/ 5 m C5 5 m Calculate the support reactions for the pin at E and cable at D, then use the method of ioints to calculate the force in each member of the cantilever truss shown in the diagram. Given that F, = 30 kN and F2 = 20 kN. Enter your results using the convention that Tension is positive. Please include the unit ("kN") within all your answers and round to 3 significant figures...
Question 19 What is the inverse of the matrix 3-m 12+5m 5 b. 1 3-m 12-5m5 4 c. 1 3 -m 12 +5ml -5 4. d. 4 m 12 +5m15 3 m[s > Click Submit to complete this assessment. MacBook Pro % 5 0 4 E Moving to another question will save this response Question 18 The determinant of the matrix -3 3-4 2 OK 3 0 4 al a. 3(8-3) b.3(3k - 8) c-> d. 3(3k+8) > Moving to...
1. (40 pts.) HingeHinge 6 m 6 m 6 m 6 m Consider the given continuous beam above and a) Use Müller Breslau Principle and draw the influence lines of the vertical support reaction at C, shear force at B and moment at B. Calculate the ordinates at the points A, B, C, D, E, F and G. (30 pts.) e the maximum positive shear force at B considering the following loading below. Also show what will be the loading:...
Draw shear force and moment diagrams
W1 2 | P = 15 kN Given: c = 1.75 m d = 5.00 m a 1.25 m b 2.00 m W1 4 kN/m w2 5 kN/m
A=4 B=7
1) For the foundation sitting on top of the 5m thick soil calculate dimension. (Factor of Safety:3 (30p) (AX100) KN (B x3) kNm SPT-N (A+2B) 5 m b XD Uniform sand JIKUM) ya 15 kN/m a. Determine the q (angle of internal friction angle) of sand by using the given formula. b. Find the dimension b based on bearing capacity c. Find settlement by using 2:1 rule (DO NOT CHANGE DIMENSION AFTER SETTLEMENT Calculation) 9. = 1.3cN+y D,N,...
2. (30 pts.) 5 m B C D 6panels at 31n = 18 m Consider the given truss above and assuming loads acts on the bridge deck along the bottom cord write equations with respect to x and a) Draw the influence line for the force in member Cl and U by writing necessary equations. (20 pts.) b) Determine the maximum tension force in member IU considering the following loading below: (10 pts.) uniform dead load w-2 kN/m uniform live...
si vous ne postany de la 5. What is the profitability index for an investment with the following cash flows given a 14.5 percent required return? Year wNeo Cash Flow -$46,500 $12,200 $38,400 $11,300 A. 0.94 B. 0.98 C. 1.02 D. 1.06 E. 1.11 6. You are considering a project with an initial cost of $7,500. What is the payback period for this project if the cash inflows are $1,100, $1,640, $3,800, and $4,500 a year over the next four...
A B C D E F 8' 8' 8' 8' 8' civil engineering
Draw influence lines (show the values and locations for all key points) for the following: Karagi programoginta a) Influence Line for Vertical (upwards) Reaction at F, Fy b) Influence Line for Vertical Reaction at B, BY c) Influence Line for Positive Internal Shear Force just to the right of D, Veight d) Influence Line for Positive Internal Bending Moment at B, M, e) Maximum value of By...
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