3. For the beam shown in the figure:
a) find the equations: for the load W, shear force and bending moment of the beam shown.
b) draw the shear force and bending moment diagrams.
c) find the maximum moment for the beam.
Homework Answers
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3. For the beam shown in the figure:
a) find the equations: for the load W,...
Blem 2. (70 points) 1. For the beam shown in Figure (a): a) b) draw the shear force and bending m...
blem 2. (70 points) 1. For the beam shown in Figure (a): a) b) draw the shear force and bending moment diagrams. (30 points) Select the most economical W shape for the beam with an allowable bending stress of 30 ksi. (10 points) determine the maximum tensile and compressive bending stresses at any location along the beam if the section shown in Figure (b) is used instead of the W shape section selectedin Part b. Would the beam be safe...
1. For the simply supported beam subjected to the loading shown, Derive equations for the shear...
1. For the simply supported beam subjected to the loading shown, Derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) a. b. Plot the shear-force and bending-moment diagrams for the beam using the derived functions c. Report the maximum bending moment and its location. 42 kips 6 kips/ft 10 ft 20 ft
The beam shown below is subjected to a uniform load of 2 kips/ft, two concentrated transverse...
The beam shown below is subjected to a uniform load of 2 kips/ft, two concentrated transverse loads of 12 kips, and 6 kips, and a tensile axial force of 10 kips. a) Draw the shear and moment diagrams. (8) b) Find the stresses at B. (10) c) Find the maximum shearing stress in the beam. (10) 12 kips 2 k/ft 6 kips 10 kips 4 41 8' A B D E 12" 2" 2 14" B 24 16"
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....
Problem 3 (19 points): A simply supported beam ABCD carries a uniformly distributed load, w, and...
Problem 3 (19 points): A simply supported beam ABCD carries a uniformly distributed load, w, and a concentrated load, F, as shown in the figure. All the dimensions are given in the figure, and the weight of the beam is neglected a) Draw the free body diagram for the beam, showing all the applied and reaction forces. Find the reaction forces F=14 kN .6m b) Give the expression for the shear force, V- V(x), and the bending moment M M(x),...
16. For the beam shown below, a uniform load, two con team shown below, a uniform...
16. For the beam shown below, a uniform load, two con team shown below, a uniform load, two concentrated loads, and a triangular los Pied as shown. The beam diagram is presented on both this pape and the next pas to help you as you answer the questions heta. Provide the following information 10 kips 18 kips 6 kips/it 3 kips/ft 3 ft 8 ft 4 24 24 3ft A 8. C. D. is this beam statically determinate? What are...
Diagram on the right (5.10) using integration method to find equations of shear force and bending...
Diagram on the right (5.10)
using integration method to find equations of shear force and
bending moment.
5.10 Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum absolute value (a) of the shear, (b) of the bending moment. 2.5 kips/it 15 kips 25 kN/m с D D B B 40 KN 40 KN 6 ft 3 ft 6 ft too 1.8 m 0.6 m Fig. P5.10 0.6 m Fig. P5.9
For the continuous beam shown, compute the support reactions using the method of consistent defor...
draw the shear and bending moment diagrams also please
For the continuous beam shown, compute the support reactions using the method of consistent deformations by taking the reaction at support B as redundant. Also, draw the shear and bending moment diagrams. The beam is subjected to a 20 kips concentrated load at the middle of the left span plus a 1.5 inch settlement of support B. Use deflection formulas to determine deflections at B. Assume E-29000 ksi and I-750 in...
Problem 1: Given: The beam with a concentrated load shown below. a 10 ft, b 15 ft. Find: Draw the internal shear fo...
Problem 1: Given: The beam with a concentrated load shown below. a 10 ft, b 15 ft. Find: Draw the internal shear force and bending moment diagrams. Use the standard sign convention. Draw clear, complete and accurate Free Body Diagrams! 5 k
Problem 1: Given: The beam with a concentrated load shown below. a 10 ft, b 15 ft. Find: Draw the internal shear force and bending moment diagrams. Use the standard sign convention. Draw clear, complete and accurate Free...
4. (3) A propped beam shown in the Figure supports a concentrated load P. In order...
4. (3) A propped beam shown in the Figure supports a concentrated load P. In order to make sure the reaction force at support B does not exceed 2 kN, what is the maximum allowable load P? Draw shear force- and bending moment-diagram, find the maximum bending moment. 1.6m-0.8 m --0.8 m Pa2 Pa
blem 2. (70 points) 1. For the beam shown in Figure (a): a) b) draw the shear force and bending moment diagrams. (30 points) Select the most economical W shape for the beam with an allowable bending stress of 30 ksi. (10 points) determine the maximum tensile and compressive bending stresses at any location along the beam if the section shown in Figure (b) is used instead of the W shape section selectedin Part b. Would the beam be safe...
1. For the simply supported beam subjected to the loading shown, Derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) a. b. Plot the shear-force and bending-moment diagrams for the beam using the derived functions c. Report the maximum bending moment and its location. 42 kips 6 kips/ft 10 ft 20 ft
The beam shown below is subjected to a uniform load of 2 kips/ft, two concentrated transverse loads of 12 kips, and 6 kips, and a tensile axial force of 10 kips. a) Draw the shear and moment diagrams. (8) b) Find the stresses at B. (10) c) Find the maximum shearing stress in the beam. (10) 12 kips 2 k/ft 6 kips 10 kips 4 41 8' A B D E 12" 2" 2 14" B 24 16"
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....
Problem 3 (19 points): A simply supported beam ABCD carries a uniformly distributed load, w, and a concentrated load, F, as shown in the figure. All the dimensions are given in the figure, and the weight of the beam is neglected a) Draw the free body diagram for the beam, showing all the applied and reaction forces. Find the reaction forces F=14 kN .6m b) Give the expression for the shear force, V- V(x), and the bending moment M M(x),...
16. For the beam shown below, a uniform load, two con team shown below, a uniform load, two concentrated loads, and a triangular los Pied as shown. The beam diagram is presented on both this pape and the next pas to help you as you answer the questions heta. Provide the following information 10 kips 18 kips 6 kips/it 3 kips/ft 3 ft 8 ft 4 24 24 3ft A 8. C. D. is this beam statically determinate? What are...
Diagram on the right (5.10)
using integration method to find equations of shear force and
bending moment.
5.10 Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum absolute value (a) of the shear, (b) of the bending moment. 2.5 kips/it 15 kips 25 kN/m с D D B B 40 KN 40 KN 6 ft 3 ft 6 ft too 1.8 m 0.6 m Fig. P5.10 0.6 m Fig. P5.9
draw the shear and bending moment diagrams also please
For the continuous beam shown, compute the support reactions using the method of consistent deformations by taking the reaction at support B as redundant. Also, draw the shear and bending moment diagrams. The beam is subjected to a 20 kips concentrated load at the middle of the left span plus a 1.5 inch settlement of support B. Use deflection formulas to determine deflections at B. Assume E-29000 ksi and I-750 in...
Problem 1: Given: The beam with a concentrated load shown below. a 10 ft, b 15 ft. Find: Draw the internal shear force and bending moment diagrams. Use the standard sign convention. Draw clear, complete and accurate Free Body Diagrams! 5 k
Problem 1: Given: The beam with a concentrated load shown below. a 10 ft, b 15 ft. Find: Draw the internal shear force and bending moment diagrams. Use the standard sign convention. Draw clear, complete and accurate Free...
4. (3) A propped beam shown in the Figure supports a concentrated load P. In order to make sure the reaction force at support B does not exceed 2 kN, what is the maximum allowable load P? Draw shear force- and bending moment-diagram, find the maximum bending moment. 1.6m-0.8 m --0.8 m Pa2 Pa
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