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Problem # 3 For the beam shown below, use the GTSTUDL output results to answer the...
A simply supported beam as shown in the figure. The beam section is W18x211. The beam...
A simply supported beam as shown in the figure. The beam section is W18x211. The beam must support its own weight and must carry the following loading: Super-imposed distributed dead load = 0.25 kip/ft Distributed live load = 1 kip/ft Concentrated dead load = 12 kip The beam span L = 26 ft and the distance of the concentrated load from the right support a=6 ft. Consider analy- sis of beam subjected to load combination 1.2 dead + 1.6 live....
For the beam shown, draw the reactions at supports A and B in the positive direction,...
For the beam shown, draw the reactions at supports A and B in
the positive direction, and also draw the shear and bending moment
in the positive direction on your FBD.
where w=23 kip/ft L=5 ft
find
w kip ft C A B L/3 ft L ft The shear equation across the beam. kip ENTER X 2 tries remaining. 1 point(s) possible The bending moment equation across the beam. kip.ft ENTER 3 tries remaining. 1 point(s) possible The internal shear...
For the beam shown, draw the reactions at supports A and B in the positive direction,...
For the beam shown, draw the reactions at supports A and B in the positive direction, and also draw the shear and bending moment in the positive direction on your FBD. kip ft B L/3 ft Lft COLLAPSE IMAGES w = 17 kipiift L = 9 ft The vertical reaction at support A. (Ay) kip ENTER 3 tries remaining. 1 point(3) possible The horizontal reaction at support A. (Ax) kip ENTER 3 tries remaining. 1 point(s) possible The vertical reaction...
PROBLEM 3 (25%) For the problem shown below, the free body diagram (FBD) is superimposed showing...
PROBLEM 3 (25%) For the problem shown below, the free body diagram (FBD) is superimposed showing the reactions forces (the reaction forces are given). Ax = 0; Ay = 9 kip, Cy = 33 kip 1. Draw the shear force diagram. Identify values at kink points (no equations required). 2. Draw the bending moment diagram. Identify values at kink points (no equations required). 3. Determine the value of the maximum positive moment in the beam (Mmax). 4. Compute the vertical...
PROBLEM 3 (25%) For the problem shown below, the free body diagram (FBD) is superimposed showing...
PROBLEM 3 (25%) For the problem shown below, the free body diagram (FBD) is superimposed showing the reactions forces (the reaction forces are given). Ax = 0; Ay = 9 kip, Cy = 33 kip 1. Draw the shear force diagram. Identify values at kink points (no equations required). 2. Draw the bending moment diagram. Identify values at kink points (no equations required). 3. Determine the value of the maximum positive moment in the beam (Mmax). 4. Compute the vertical...
Problem # 2 Use the virtual force method to determine the rotation and displacement at A....
Problem # 2 Use the virtual force method to determine the rotation and displacement at A. Show the direction of the arrows. El is constant. Assume E = 29,000 ksi and I = 180 in*. 1.2 kip/ft V A С B 8 ft 24 ft + e )kip ft? = rad EI )kip ft Il Val in EI
Please show work Answer shown below Problem 8: Consider the statically indeterminate beam shown below with...
Please show work
Answer shown below
Problem 8: Consider the statically indeterminate beam shown below with the given loading. E and I are constant. a) Find the rotation at node 2 using the stiffness method. b) Find the unknown reactions using equilibrium and the force-displacement relationships. Draw final free body diagrams of the two beam elements and node 2, showing all forces with the correct values and directions. c) 2.5 k/ft 30 ft 20 ft Problem : θ2=562.5k-ft2 rad a)...
Please answer question 4 thank you. Results from problem 3 are shown above Reinforced Concrete 3....
Please answer question 4 thank you. Results from problem 3 are
shown above
Reinforced Concrete
3. (40 pts) Analyze the following statically determinate frame by hand and clearly draw the shear force, axial force, and bending moment diagrams indicating relevant (maximum and minimum) values for each of the following load cases: a) Uniform dead load (qo) applied on the beam – must add beam self-weight (concrete) to this value. b) Uniform live load (q) applied on the beam. c) Horizontal...
Q3 (25 pts) 3. For the cantilever beam shown below and to the left, Determine the...
Q3
(25 pts) 3. For the cantilever beam shown below and to the left, Determine the reactions at the wall at C. Draw the shear (V) and moment (M) diagram for the beam and label the appropriate values. For the given cross section, determine the magnitude of the maximum COMPRESSIVE bending stress and state where this occurs along the length of the beam and along the height of the beam (top or bottom). Sketch the NORMAL stress distribution (profile) for...
The 25 foot beam is loaded as shown below. a. (10 points) Draw the shear and...
The 25 foot beam is loaded as shown below. a. (10 points) Draw the shear and bending moment diagrams for this beam. b. (15 points) What is the value of the maximum normal tensile and compressive stress in the beam? C. (10 points) What is the value of the maximum shear stress in the beam? 2 kips 3 kips w = 1 kip/ft VE VE 10 ft 5 ft 5 ft 5 ft 20 Beam Cross-Section
A simply supported beam as shown in the figure. The beam section is W18x211. The beam must support its own weight and must carry the following loading: Super-imposed distributed dead load = 0.25 kip/ft Distributed live load = 1 kip/ft Concentrated dead load = 12 kip The beam span L = 26 ft and the distance of the concentrated load from the right support a=6 ft. Consider analy- sis of beam subjected to load combination 1.2 dead + 1.6 live....
For the beam shown, draw the reactions at supports A and B in
the positive direction, and also draw the shear and bending moment
in the positive direction on your FBD.
where w=23 kip/ft L=5 ft
find
w kip ft C A B L/3 ft L ft The shear equation across the beam. kip ENTER X 2 tries remaining. 1 point(s) possible The bending moment equation across the beam. kip.ft ENTER 3 tries remaining. 1 point(s) possible The internal shear...
For the beam shown, draw the reactions at supports A and B in the positive direction, and also draw the shear and bending moment in the positive direction on your FBD. kip ft B L/3 ft Lft COLLAPSE IMAGES w = 17 kipiift L = 9 ft The vertical reaction at support A. (Ay) kip ENTER 3 tries remaining. 1 point(3) possible The horizontal reaction at support A. (Ax) kip ENTER 3 tries remaining. 1 point(s) possible The vertical reaction...
PROBLEM 3 (25%) For the problem shown below, the free body diagram (FBD) is superimposed showing the reactions forces (the reaction forces are given). Ax = 0; Ay = 9 kip, Cy = 33 kip 1. Draw the shear force diagram. Identify values at kink points (no equations required). 2. Draw the bending moment diagram. Identify values at kink points (no equations required). 3. Determine the value of the maximum positive moment in the beam (Mmax). 4. Compute the vertical...
PROBLEM 3 (25%) For the problem shown below, the free body diagram (FBD) is superimposed showing the reactions forces (the reaction forces are given). Ax = 0; Ay = 9 kip, Cy = 33 kip 1. Draw the shear force diagram. Identify values at kink points (no equations required). 2. Draw the bending moment diagram. Identify values at kink points (no equations required). 3. Determine the value of the maximum positive moment in the beam (Mmax). 4. Compute the vertical...
Problem # 2 Use the virtual force method to determine the rotation and displacement at A. Show the direction of the arrows. El is constant. Assume E = 29,000 ksi and I = 180 in*. 1.2 kip/ft V A С B 8 ft 24 ft + e )kip ft? = rad EI )kip ft Il Val in EI
Please show work
Answer shown below
Problem 8: Consider the statically indeterminate beam shown below with the given loading. E and I are constant. a) Find the rotation at node 2 using the stiffness method. b) Find the unknown reactions using equilibrium and the force-displacement relationships. Draw final free body diagrams of the two beam elements and node 2, showing all forces with the correct values and directions. c) 2.5 k/ft 30 ft 20 ft Problem : θ2=562.5k-ft2 rad a)...
Please answer question 4 thank you. Results from problem 3 are
shown above
Reinforced Concrete
3. (40 pts) Analyze the following statically determinate frame by hand and clearly draw the shear force, axial force, and bending moment diagrams indicating relevant (maximum and minimum) values for each of the following load cases: a) Uniform dead load (qo) applied on the beam – must add beam self-weight (concrete) to this value. b) Uniform live load (q) applied on the beam. c) Horizontal...
Q3
(25 pts) 3. For the cantilever beam shown below and to the left, Determine the reactions at the wall at C. Draw the shear (V) and moment (M) diagram for the beam and label the appropriate values. For the given cross section, determine the magnitude of the maximum COMPRESSIVE bending stress and state where this occurs along the length of the beam and along the height of the beam (top or bottom). Sketch the NORMAL stress distribution (profile) for...
The 25 foot beam is loaded as shown below. a. (10 points) Draw the shear and bending moment diagrams for this beam. b. (15 points) What is the value of the maximum normal tensile and compressive stress in the beam? C. (10 points) What is the value of the maximum shear stress in the beam? 2 kips 3 kips w = 1 kip/ft VE VE 10 ft 5 ft 5 ft 5 ft 20 Beam Cross-Section
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