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QUESTION 1 [25 marks A frame loaded with a uniformly distributed load at Member AB and...
QUESTION 1 [25 marks A frame loaded with a uniformly distributed load at Member AB and point load at Member BC and joint B. It has pinned supports A and C, while joint B is fixed connected, as can be seen in Figure 1. Take E-200 GPa. a) Using the slope-deflection method, calculate the moments and illustrate the bending moment diagram. [15 marks) b) Then calculate the shear forces and sketch the shear force diagram. [10 marks) 22 KN 10...
1) Determine the reactions at the supports for the structures shown. The support at A is...
1) Determine the reactions at the supports for the structures shown. The support at A is a Roller and the support at B is a Pin. 2.0 k/ft M 10 k- 3.0 k/ft 12 ft 25 k- 25k-Pokift 15 ft B! 1 F20ft- 2) 2 3 k/ft A beam is supported at points A, C, and E, and is loaded as shown. The support at A is fixed. The supports at C and E are rollers. Hinge-B ce Dl Hinge...
PLEASE SHOW WORK. WILL UPVOTE! Only need Shear & Moment Diagrams 5) A 30 foot long...
PLEASE SHOW WORK. WILL UPVOTE! Only need Shear &
Moment Diagrams
5) A 30 foot long simply-supported beam supports the unfactored loads shown in the figure. The uniformly distributed dead load, wo, includes the self-weight of the beam, and is constant along the full beam length. Two different uniformly distributed live loads, wuu and wiz are applied as indicated. Concentrated dead, PD, and live, Pt, loads are applied as shown in the figure. Draw factored shear force and factored bending...
Question 3. A uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4...
Question 3. A uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4 kN are supported by a beam ABC with overhang at one end (see Figure 3). Draw the shear-force and bending-moment diagrams for this beam. Also, determine the position of maximum moment with respect to point A. (20 marks) 12 kN/m 2.4 kN A C B -1.6 m -1.6 m -1.6 m I Figure 3
Question 3. A uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4...
Question 3. A uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4 kN are supported by a beam ABC with overhang at one end (see Figure 3). Draw the shear- force and bending-moment diagrams for this beam. Also, determine the position of maximum moment with respect to point A. (20 marks) 12 kN/m 2.4 kN А C B -1.6 m 1.6 m *1.6 m Figure 3
Question 3. A uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4...
Question 3. A uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4 kN are supported by a beam ABC with overhang at one end (see Figure 3). Draw the shear- force and bending-moment diagrams for this beam. Also, determine the position of maximum moment with respect to point A. (20 marks) 12 kN/m 2.4 kN A С B ΟΙΟΙΟ -1.6 m 1.6 m - 1.6 m Figure 30
DE = 29 Question 4: Indeterminate Beam Design and Deflection A 2014-T6 aluminium cantilever beam is...
DE = 29
Question 4: Indeterminate Beam Design and Deflection A 2014-T6 aluminium cantilever beam is rigidly fixed to a wall and supported at the free end with a roller support, shown below. The beam is loaded with a distributed load, W, of 10kN/m and a point load, P of 55kN. Both the distributed load and the point load act in the direction shown in the image below. Note, the parameter DE is related to your student number as described...
Question 3. A uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4...
Question 3. A uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4 kN are supported by a beam ABC with overhang at one end (see Figure 3). Draw the shear- force and bending-moment diagrams for this beam. Also, determine the position of maximum moment with respect to point A. (20 marks) 12 kN/m 2.4 KN KNJ I А. C B 1.6 m -1.6 m -1.6 m Figure 3
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...
Have I done part f) and g) correctly? PART A: Structures Questions Three (3) questions; Answer all questions; The q...
Have I done part f) and g) correctly?
PART A: Structures Questions Three (3) questions; Answer all questions; The questions carry the number of marks indicated; Total marks for Part A is 24. Answer the questions on this Examination Question Paper in the spaces provided. Nothing written on an answer booklet, on scrap paper or else where will be marked for Part A. Signs and units are an essential part of any answer. Some formulas and solutions of elastic curves...
QUESTION 1 [25 marks A frame loaded with a uniformly distributed load at Member AB and point load at Member BC and joint B. It has pinned supports A and C, while joint B is fixed connected, as can be seen in Figure 1. Take E-200 GPa. a) Using the slope-deflection method, calculate the moments and illustrate the bending moment diagram. [15 marks) b) Then calculate the shear forces and sketch the shear force diagram. [10 marks) 22 KN 10...
1) Determine the reactions at the supports for the structures shown. The support at A is a Roller and the support at B is a Pin. 2.0 k/ft M 10 k- 3.0 k/ft 12 ft 25 k- 25k-Pokift 15 ft B! 1 F20ft- 2) 2 3 k/ft A beam is supported at points A, C, and E, and is loaded as shown. The support at A is fixed. The supports at C and E are rollers. Hinge-B ce Dl Hinge...
PLEASE SHOW WORK. WILL UPVOTE! Only need Shear &
Moment Diagrams
5) A 30 foot long simply-supported beam supports the unfactored loads shown in the figure. The uniformly distributed dead load, wo, includes the self-weight of the beam, and is constant along the full beam length. Two different uniformly distributed live loads, wuu and wiz are applied as indicated. Concentrated dead, PD, and live, Pt, loads are applied as shown in the figure. Draw factored shear force and factored bending...
Question 3. A uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4 kN are supported by a beam ABC with overhang at one end (see Figure 3). Draw the shear-force and bending-moment diagrams for this beam. Also, determine the position of maximum moment with respect to point A. (20 marks) 12 kN/m 2.4 kN A C B -1.6 m -1.6 m -1.6 m I Figure 3
Question 3. A uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4 kN are supported by a beam ABC with overhang at one end (see Figure 3). Draw the shear- force and bending-moment diagrams for this beam. Also, determine the position of maximum moment with respect to point A. (20 marks) 12 kN/m 2.4 kN А C B -1.6 m 1.6 m *1.6 m Figure 3
Question 3. A uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4 kN are supported by a beam ABC with overhang at one end (see Figure 3). Draw the shear- force and bending-moment diagrams for this beam. Also, determine the position of maximum moment with respect to point A. (20 marks) 12 kN/m 2.4 kN A С B ΟΙΟΙΟ -1.6 m 1.6 m - 1.6 m Figure 30
DE = 29
Question 4: Indeterminate Beam Design and Deflection A 2014-T6 aluminium cantilever beam is rigidly fixed to a wall and supported at the free end with a roller support, shown below. The beam is loaded with a distributed load, W, of 10kN/m and a point load, P of 55kN. Both the distributed load and the point load act in the direction shown in the image below. Note, the parameter DE is related to your student number as described...
Question 3. A uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4 kN are supported by a beam ABC with overhang at one end (see Figure 3). Draw the shear- force and bending-moment diagrams for this beam. Also, determine the position of maximum moment with respect to point A. (20 marks) 12 kN/m 2.4 KN KNJ I А. C B 1.6 m -1.6 m -1.6 m Figure 3
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...
Have I done part f) and g) correctly?
PART A: Structures Questions Three (3) questions; Answer all questions; The questions carry the number of marks indicated; Total marks for Part A is 24. Answer the questions on this Examination Question Paper in the spaces provided. Nothing written on an answer booklet, on scrap paper or else where will be marked for Part A. Signs and units are an essential part of any answer. Some formulas and solutions of elastic curves...
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