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TOPIC 04: Influence Line (IL) Problem 04 Given the 2-D beam structure [shown in Fiqure 81,...
Chapter 6- Influence Lines Draw the influence line for the shear and moment at C for...
Chapter 6- Influence Lines Draw the influence line for the shear and moment at C for the beam shown below. The support at A is a roller and the support at B is a pin. The beam is subjected to a uniform load of 5 kip/ft over its entire length and a single 12 kip concentrated force. Deternmine the maximum values of Ve and Mc and the position of the applied concentrated force for each condition. Answer: VC: +0.5 at...
(Influence Line Use) Problem 2. The INFLUENCE LINES ARE GIVEN for the beam below. DRAW THE...
(Influence Line Use) Problem 2. The INFLUENCE LINES ARE GIVEN for the beam below. DRAW THE PLACEMENT OF THE LOADS AND CALCULATE THE VALUES FOR THE MAXIMUM NEGATIVE SHEAR at "B", and MAXIMUM POSITIVE MOMENT at "B" due to a concentrated point load of 1400 lb, uniform live load of 800 lb/ft, and a uniform dead load of 600 lb/ft. (12 points) B с 10 ft 6 ft 2A 2 ft Vs ww 2.25 IL RA -0.25 1.25 0.25 IL...
(Influence Line Use) Problem 2. The INFLUENCE LINES ARE GIVEN for the beam below. DRAW THE...
(Influence Line Use) Problem 2. The INFLUENCE LINES ARE GIVEN for the beam below. DRAW THE PLACEMENT OF THE LOADS AND CALCULATE THE VALUES FOR THE MAXIMUM NEGATIVE SHEAR at "B", and MAXIMUM POSITIVE MOMENT at "B" due to a concentrated point load of 1400 lb, uniform live load of 800 lb/ft, and a uniform dead load of 600 lb/ft. (12 points) B с 10 ft 6 A 2A 2 ft Vs. 2.25 IL RA -0.25 1.25 0.25 IL VB...
(Influence Line Truss) Problem 3. Using STATICS DRAW the INFLUENCE LINES for the FORCE IN MEMBERS...
(Influence Line Truss) Problem 3. Using STATICS DRAW the INFLUENCE LINES for the FORCE IN MEMBERS FG. SHOW ALL VALUES. LABEL ALL POINTS. MAGNITUDES, AND DISTANCES, Assume the support 'A' is a pin, and 'E is a roller. (6 points) FREE BODY DIAGRAMS & CALCULATIONS H 15 ft A B C D 200 | 2004-2005-2011 IL FFO What is max IL FFG TT T Arial 3 (12pt) > > Path: P Words:0 OLIETION 16 points Save
Draw the influence lines Question 6 (8 marks) Consider the moving load Pm 1 that may be applied to the structure shown...
Draw the influence lines
Question 6 (8 marks) Consider the moving load Pm 1 that may be applied to the structure shown below in Figure 6. Note that support A is a pin support and supports B and C are roller supports. Figure 6 In the spaces provided below, draw the Influence Lines for (i) the shear force at point E, (i) the bending moment at point E, and (ili) the bending moment at point D (i) Influence Line "VE...
a. Draw a free-body diagram for the beam shown above and derive expressions for the support...
a. Draw a free-body diagram for the beam shown above and derive
expressions for the support reactions at A and B
b. Draw internal force (shear and bending moment) diagrams.
c. If a = 10 ft and M0 = 200 ft-lb, use the dimensions of the
beam cross-section, provided on the previous page, to compute the
maximum flexural and shear stresses on the beam cross-section.
d. If the allowable bending stress is 925 psi and the allowable
shear stress is...
P3) The beam shown below is supported by an external roller at A and an external...
P3) The beam shown below is supported by an external roller at A and an external fixed support at C. It has an internal pin at B a) Draw the fbd of the beam b) Determine the values of Po, Mo, w with their correct signs at x-0, 8, 12, 16, 18 3 kip 1.5 kip/ft and 20 ft 12 ft
I believe D is a double Shear and B is single shear Rigid beam ABC is...
I believe D is a double Shear and B is single shear
Rigid beam ABC is supported by a pin support at A and axial member (1). Member (1) is connected by two different pin conditions as shown in the figure and it has a diameter of 3". Each pin has a diameter of 1.5 a) Calculate the internal force in member (1) in kips and clearly indicate Tension (T) or 2) Compression (C). [Ans. to Check: 62.5 k b)...
04 m 8 KN 2. A simply supported beam is shown below. a. b. c. Draw...
04 m 8 KN 2. A simply supported beam is shown below. a. b. c. Draw a proper FBD of the beam showing all the known and unknown forces acting on it. Determine the support reactions at A and B. Draw the shear (V) and bending moment (M) diagrams for the beam. 2500 lb 500 Ib/it 3 ft -3 ft 3 ft 3. Draw a proper FBD of member ABC showing all the known and unknown forces acting Determine the...
I need an answer for question 3 with steps please. Thank you half the load over Problem 2 eben The beam shown below...
I need an answer for question 3 with steps please. Thank
you
half the load over Problem 2 eben The beam shown below with a uniformly span, with w3 kip/th and L 20 t shear force and bending moment diagrams for the beam using the standard sign convention Draw clear, complete and accurate Free Body Diagrams Problem 3: Siven: The beam below with a uniformly distributed load in the center span and concentrated moments at each end of the cantilever...
Chapter 6- Influence Lines Draw the influence line for the shear and moment at C for the beam shown below. The support at A is a roller and the support at B is a pin. The beam is subjected to a uniform load of 5 kip/ft over its entire length and a single 12 kip concentrated force. Deternmine the maximum values of Ve and Mc and the position of the applied concentrated force for each condition. Answer: VC: +0.5 at...
(Influence Line Use) Problem 2. The INFLUENCE LINES ARE GIVEN for the beam below. DRAW THE PLACEMENT OF THE LOADS AND CALCULATE THE VALUES FOR THE MAXIMUM NEGATIVE SHEAR at "B", and MAXIMUM POSITIVE MOMENT at "B" due to a concentrated point load of 1400 lb, uniform live load of 800 lb/ft, and a uniform dead load of 600 lb/ft. (12 points) B с 10 ft 6 ft 2A 2 ft Vs ww 2.25 IL RA -0.25 1.25 0.25 IL...
(Influence Line Use) Problem 2. The INFLUENCE LINES ARE GIVEN for the beam below. DRAW THE PLACEMENT OF THE LOADS AND CALCULATE THE VALUES FOR THE MAXIMUM NEGATIVE SHEAR at "B", and MAXIMUM POSITIVE MOMENT at "B" due to a concentrated point load of 1400 lb, uniform live load of 800 lb/ft, and a uniform dead load of 600 lb/ft. (12 points) B с 10 ft 6 A 2A 2 ft Vs. 2.25 IL RA -0.25 1.25 0.25 IL VB...
(Influence Line Truss) Problem 3. Using STATICS DRAW the INFLUENCE LINES for the FORCE IN MEMBERS FG. SHOW ALL VALUES. LABEL ALL POINTS. MAGNITUDES, AND DISTANCES, Assume the support 'A' is a pin, and 'E is a roller. (6 points) FREE BODY DIAGRAMS & CALCULATIONS H 15 ft A B C D 200 | 2004-2005-2011 IL FFO What is max IL FFG TT T Arial 3 (12pt) > > Path: P Words:0 OLIETION 16 points Save
Draw the influence lines
Question 6 (8 marks) Consider the moving load Pm 1 that may be applied to the structure shown below in Figure 6. Note that support A is a pin support and supports B and C are roller supports. Figure 6 In the spaces provided below, draw the Influence Lines for (i) the shear force at point E, (i) the bending moment at point E, and (ili) the bending moment at point D (i) Influence Line "VE...
a. Draw a free-body diagram for the beam shown above and derive
expressions for the support reactions at A and B
b. Draw internal force (shear and bending moment) diagrams.
c. If a = 10 ft and M0 = 200 ft-lb, use the dimensions of the
beam cross-section, provided on the previous page, to compute the
maximum flexural and shear stresses on the beam cross-section.
d. If the allowable bending stress is 925 psi and the allowable
shear stress is...
P3) The beam shown below is supported by an external roller at A and an external fixed support at C. It has an internal pin at B a) Draw the fbd of the beam b) Determine the values of Po, Mo, w with their correct signs at x-0, 8, 12, 16, 18 3 kip 1.5 kip/ft and 20 ft 12 ft
I believe D is a double Shear and B is single shear
Rigid beam ABC is supported by a pin support at A and axial member (1). Member (1) is connected by two different pin conditions as shown in the figure and it has a diameter of 3". Each pin has a diameter of 1.5 a) Calculate the internal force in member (1) in kips and clearly indicate Tension (T) or 2) Compression (C). [Ans. to Check: 62.5 k b)...
04 m 8 KN 2. A simply supported beam is shown below. a. b. c. Draw a proper FBD of the beam showing all the known and unknown forces acting on it. Determine the support reactions at A and B. Draw the shear (V) and bending moment (M) diagrams for the beam. 2500 lb 500 Ib/it 3 ft -3 ft 3 ft 3. Draw a proper FBD of member ABC showing all the known and unknown forces acting Determine the...
I need an answer for question 3 with steps please. Thank
you
half the load over Problem 2 eben The beam shown below with a uniformly span, with w3 kip/th and L 20 t shear force and bending moment diagrams for the beam using the standard sign convention Draw clear, complete and accurate Free Body Diagrams Problem 3: Siven: The beam below with a uniformly distributed load in the center span and concentrated moments at each end of the cantilever...
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