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Beam ABD is pin-supported at A, Band D. The beam is used to support a dead...
Please solve number 2. 2. The beam shown in Figure 1 is used...upport a dead load...
Please solve number 2.
2. The beam shown in Figure 1 is used...upport a dead load of 500 kN/m, and concentrated live load of 10 KN. Determine the 2.1 the maximum positive (upward) reaction at B, 2.2 the maximum positive shear at C, and 2.3 the maximum positive moment at D. 3. Determine the maximum positive shear and moment at point C due to series of concentrated moving loads shown in the Figure below. ESTAURATION ELEUCO2K5k4k DLOU bent SOSO SEBEUS...
Q1. The beam supports a uniform dead load of 500 N/m and single live concentrated force...
Q1. The beam supports a uniform dead load of 500 N/m and single
live concentrated force of 3000 N. Determine (a) the maximum
positive moment that can be developed at point C, and (b) the
maximum positive shear that can be developed at point C. Assume the
support at A is a pin and B is a roller.
1. The beam supports a uniform dead load of 500 N/m and single live concentrated force of 3000 N. Determine (a) the...
The Beam shown will be subjected to a concentrated live load of 100kN, a uniformly distributed...
The
Beam shown will be subjected to a concentrated live load of 100kN,
a uniformly distributed live load of 50kN/m and a uniformly
distributed dead load of 20kN/m.
45.) determine the maximum reaction at B
46.) determine the maximum positive shear at C
47.) determine the maximum negative moment at B
The beam shown will be subjected to a concentrated live load of 100 KN, a uniformly distributed live load of 50 kN/m and a uniformly distributed dead load of...
6b. For the beam shown (Type II), using IL diagrams, find at C (i) Maximum negative...
6b. For the beam shown (Type II), using IL diagrams, find at C (i) Maximum negative moment; and (ii) Maximum positive shear, due to concentrated Live Load of 100 kN and an uniformly distributed moving load of 50 kN/m. Dead load is 20 kN/m. (15) -2m- 4m 4 m-
QUESTION 2 Beam ABCD is 8 m in length and is pin-supported at A and roller-supported...
QUESTION 2 Beam ABCD is 8 m in length and is pin-supported at A and roller-supported at C as shown in Figure Q2. A counter-clockwise concentrated moment acts about the support A. A uniformly-distributed load acts on span BC and a vertical concentrated load acts at the free end D a) Determine the reactions at supports A and C. 4 marks) b) Obtain the shear force and the bending moment functions (in terms of x) for each segment along 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....
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:...
The beam AC is supported by a smooth pin at A and a roller at B...
The beam AC is supported by a smooth pin at A and a roller at B
as shown in the figure below.
a. Sketch the free-body diagram of the beam and use it to
determine the support reaction components at A and B.
b. Draw the shear and moment diagrams for the beam.
6. The beam AC is supported by a smooth pin at A and a roller at B as shown in the figure below. 6 kN 12 kN/m...
Consider the beam subjected to a concentrated load consisting of 2.25 kips of dead load and...
Consider the beam subjected to a concentrated load consisting of
2.25 kips of dead load and 5.55 kips of live load at point B. Find
maximum factored beam shear, moment, and deflection.
Consider the beam and loading given below. The beam is subjected to a concentrated load consisting of 2.25 kips of dead load and 5.55 kips of live load at point B. Neglect beam weight. You may use any information from the AISC Manual, a) Draw the general shape...
12 18 - 3.0 -3.0 The moment influence line for a beam is shown above. The...
12 18 - 3.0 -3.0 The moment influence line for a beam is shown above. The beam is designed to support a uniform dead load of 6 kN/m, a live load of 20 kN/m, and a concentrated live load of 40 KN The maximum negative moment is most nearly:
Please solve number 2.
2. The beam shown in Figure 1 is used...upport a dead load of 500 kN/m, and concentrated live load of 10 KN. Determine the 2.1 the maximum positive (upward) reaction at B, 2.2 the maximum positive shear at C, and 2.3 the maximum positive moment at D. 3. Determine the maximum positive shear and moment at point C due to series of concentrated moving loads shown in the Figure below. ESTAURATION ELEUCO2K5k4k DLOU bent SOSO SEBEUS...
Q1. The beam supports a uniform dead load of 500 N/m and single
live concentrated force of 3000 N. Determine (a) the maximum
positive moment that can be developed at point C, and (b) the
maximum positive shear that can be developed at point C. Assume the
support at A is a pin and B is a roller.
1. The beam supports a uniform dead load of 500 N/m and single live concentrated force of 3000 N. Determine (a) the...
The
Beam shown will be subjected to a concentrated live load of 100kN,
a uniformly distributed live load of 50kN/m and a uniformly
distributed dead load of 20kN/m.
45.) determine the maximum reaction at B
46.) determine the maximum positive shear at C
47.) determine the maximum negative moment at B
The beam shown will be subjected to a concentrated live load of 100 KN, a uniformly distributed live load of 50 kN/m and a uniformly distributed dead load of...
6b. For the beam shown (Type II), using IL diagrams, find at C (i) Maximum negative moment; and (ii) Maximum positive shear, due to concentrated Live Load of 100 kN and an uniformly distributed moving load of 50 kN/m. Dead load is 20 kN/m. (15) -2m- 4m 4 m-
QUESTION 2 Beam ABCD is 8 m in length and is pin-supported at A and roller-supported at C as shown in Figure Q2. A counter-clockwise concentrated moment acts about the support A. A uniformly-distributed load acts on span BC and a vertical concentrated load acts at the free end D a) Determine the reactions at supports A and C. 4 marks) b) Obtain the shear force and the bending moment functions (in terms of x) for each segment along the...
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....
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:...
The beam AC is supported by a smooth pin at A and a roller at B
as shown in the figure below.
a. Sketch the free-body diagram of the beam and use it to
determine the support reaction components at A and B.
b. Draw the shear and moment diagrams for the beam.
6. The beam AC is supported by a smooth pin at A and a roller at B as shown in the figure below. 6 kN 12 kN/m...
Consider the beam subjected to a concentrated load consisting of
2.25 kips of dead load and 5.55 kips of live load at point B. Find
maximum factored beam shear, moment, and deflection.
Consider the beam and loading given below. The beam is subjected to a concentrated load consisting of 2.25 kips of dead load and 5.55 kips of live load at point B. Neglect beam weight. You may use any information from the AISC Manual, a) Draw the general shape...
12 18 - 3.0 -3.0 The moment influence line for a beam is shown above. The beam is designed to support a uniform dead load of 6 kN/m, a live load of 20 kN/m, and a concentrated live load of 40 KN The maximum negative moment is most nearly:
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