Homework Answers
during calculating shear force
or bending moment you have to neglect negative term that come in
brackets. Thank you
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a=9,b=22, w1=12, Ay=93.7,By=170.3,Bx=0.
For the statically determinate system below, draw all three internal force diagrams (N,...
w1=12, w2=36,a=9,b=22. For the statically determinate system below, draw all three internal force diagrams (N, V,...
w1=12, w2=36,a=9,b=22.
For the statically determinate system below, draw all three internal force diagrams (N, V, and M) and include all significant values. w1 w1 w2
Draw the internal force diagrams for the system below. For full credit, include all significant values....
Draw the internal force diagrams for the system below. For full
credit, include all significant values.
6. Draw the internal force diagrams for the system below. For full credit, include all significant values. (10 pt.) KN w3 f,=112 [kN] W3 = 36[kN/m] a=13 [m (= 15 [m] d=9 [m] u P F; [kN] A B
Draw the internal force diagrams for the system below. For full credit, include all significant values....
Draw the internal force diagrams for the system below. For full
credit, include all significant values.
7. Draw the internal force diagrams for the system below. For full credit, include all significant values. F2 = 80 [kip] F2 [kip] w ( Wz = 36 [kip/ft] 6 = 6 [ft] a=13 [ft B b (a+b)
Draw the internal force diagrams (N,V,M) a = 3m b = 30m F1 = 32N
Draw the internal force diagrams (N,V,M)
a = 3m
b = 30m
F1 = 32N
m2=950, w2=36, a=9, b=22. c. For the simply supported orthogonal frame, de- termine the support reactions....
m2=950, w2=36, a=9, b=22.
c. For the simply supported orthogonal frame, de- termine the support reactions. Then draw the internal force diagrams (N, V, and M) and in cluding all significant values. w2 M2 A.
w2= 12 b=6 c=13 a. For the simply supported orthogonal frame, de- termine the support reactions....
w2= 12
b=6
c=13
a. For the simply supported orthogonal frame, de- termine the support reactions. Then draw the internal force diagrams (N, V, and M) and in- cluding all significant values w2
Name: Question 6 (25 Points) For the shown beam below, determine the following: 1) The internal forces at F (mid-point between C & D) 2) Draw the Shear Force and Bending Moment diagrams ID: Sec:...
Name: Question 6 (25 Points) For the shown beam below, determine the following: 1) The internal forces at F (mid-point between C & D) 2) Draw the Shear Force and Bending Moment diagrams ID: Sec: (9 Points) (16 Points) 20 N 100 N N/m
Name: Question 6 (25 Points) For the shown beam below, determine the following: 1) The internal forces at F (mid-point between C & D) 2) Draw the Shear Force and Bending Moment diagrams ID: Sec: (9...
Problem 1 (27 points) Consider composite beam shown in image below. a) Draw internal force diagrams (6) b) Draw transform section and find its moment of inertia (9) c) Draw normal stress and strain d...
Problem 1 (27 points) Consider composite beam shown in image below. a) Draw internal force diagrams (6) b) Draw transform section and find its moment of inertia (9) c) Draw normal stress and strain diagram at cross-section with max moment (6) d) Find shear stress at the interface between PVC and Escon (6) 500 lb 500 lb PVC Epvc 450 ksi Escon EF160 ksi 3 ft 3 ft in. 2 in 3 in.
Problem 1 (27 points) Consider composite beam...
1 Review - Part B Draw the moment diagrams for the beam shown in (Figure 1)...
1 Review - Part B Draw the moment diagrams for the beam shown in (Figure 1) using the method of superposition. Consider the beam to be cantilevered from the support at (BV). Follow the sign convention. Draw the moment diagram for the force shown in the figure below. Click on "add vertical line off" to add vertical lines. Then click on "add segment" button to add functions between the lines. Note 1 - Make sure you place only one vertical...
The number of significant digits is set to 3 A positive internal shear force V •...
The number of significant digits is set to 3
A positive internal shear force V • acts downward on the right-hand face of a beam. • acts upward on the left-hand face of a beam. A positive internal bending moment M • acts counterclockwise on the right-hand face of a beam. • acts clockwise on the left-hand face of a beam. = = Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Label all...
w1=12, w2=36,a=9,b=22.
For the statically determinate system below, draw all three internal force diagrams (N, V, and M) and include all significant values. w1 w1 w2
Draw the internal force diagrams for the system below. For full
credit, include all significant values.
6. Draw the internal force diagrams for the system below. For full credit, include all significant values. (10 pt.) KN w3 f,=112 [kN] W3 = 36[kN/m] a=13 [m (= 15 [m] d=9 [m] u P F; [kN] A B
Draw the internal force diagrams for the system below. For full
credit, include all significant values.
7. Draw the internal force diagrams for the system below. For full credit, include all significant values. F2 = 80 [kip] F2 [kip] w ( Wz = 36 [kip/ft] 6 = 6 [ft] a=13 [ft B b (a+b)
Draw the internal force diagrams (N,V,M)
a = 3m
b = 30m
F1 = 32N
m2=950, w2=36, a=9, b=22.
c. For the simply supported orthogonal frame, de- termine the support reactions. Then draw the internal force diagrams (N, V, and M) and in cluding all significant values. w2 M2 A.
w2= 12
b=6
c=13
a. For the simply supported orthogonal frame, de- termine the support reactions. Then draw the internal force diagrams (N, V, and M) and in- cluding all significant values w2
Name: Question 6 (25 Points) For the shown beam below, determine the following: 1) The internal forces at F (mid-point between C & D) 2) Draw the Shear Force and Bending Moment diagrams ID: Sec: (9 Points) (16 Points) 20 N 100 N N/m
Name: Question 6 (25 Points) For the shown beam below, determine the following: 1) The internal forces at F (mid-point between C & D) 2) Draw the Shear Force and Bending Moment diagrams ID: Sec: (9...
Problem 1 (27 points) Consider composite beam shown in image below. a) Draw internal force diagrams (6) b) Draw transform section and find its moment of inertia (9) c) Draw normal stress and strain diagram at cross-section with max moment (6) d) Find shear stress at the interface between PVC and Escon (6) 500 lb 500 lb PVC Epvc 450 ksi Escon EF160 ksi 3 ft 3 ft in. 2 in 3 in.
Problem 1 (27 points) Consider composite beam...
1 Review - Part B Draw the moment diagrams for the beam shown in (Figure 1) using the method of superposition. Consider the beam to be cantilevered from the support at (BV). Follow the sign convention. Draw the moment diagram for the force shown in the figure below. Click on "add vertical line off" to add vertical lines. Then click on "add segment" button to add functions between the lines. Note 1 - Make sure you place only one vertical...
The number of significant digits is set to 3
A positive internal shear force V • acts downward on the right-hand face of a beam. • acts upward on the left-hand face of a beam. A positive internal bending moment M • acts counterclockwise on the right-hand face of a beam. • acts clockwise on the left-hand face of a beam. = = Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Label all...
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