This is an influence line
question, please use that to solve for the max negative moment and
shear. Thank you!
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This is an influence line
question, please use that to solve for the max negative moment...
PartA The compound beam shown in (Figure 1) is subjected to a uniform dead load of...
PartA The compound beam shown in (Figure 1) is subjected to a uniform dead load of 300 lb/ft and a single live load of 2 k. Assume C is a fixed support, B is a pin, and A is a roller Determine the negative bending moment with the maximum magnitude created by these loads at C Express your answer using three significant figures (Mc)max(-) k ft Figure 1 of 1 Submit uest Answer Part B Determine the negative shear with...
(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...
Problem 2. The INFLUENCE LINES ARE GIVEN for the beam below. DRAW THE PLACEMENT OF THE...
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 А 10 ft 6 24 2 ft Vs. 2.25 IL RA -0.25 1.25 0.25 IL VB -0.25 -0.75 1.5...
Draw/ influence lines for shear to the left of A, shear at B, and moment at C.
1-(25%) Draw shear and moment diagrams for the beam shown in Figure P-1. Draw a sketch of the deflected shape 2-(25%) Using moment area method, for the beam shown in Figure P-2 find deflection at A. Also, determine the location and value of the maximum deflection in span BC. El is constant 3-(25%) For the frame shown in Figure P-3-find member frees and draw shear and moment diagrams. 4-(25%) Draw/ influence lines for shear to the left of A, shear at B, and...
(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...
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...
Please show steps! Consider the beam shown in (Figure 1). The moment of inertia for each...
Please show steps!
Consider the beam shown in (Figure 1). The moment of inertia for each segment is shown in the figure. Assume the support at B is a roller. Take E = 29(109) ksi . Suppose that M = 36 k. ft. Figure 1 of 1 L. 2) M LA-600 in B Inc - 300 in 18 ft 12 ft Part B Determine the y component of reaction at A. Express your answer using three significant figures. ΟΙ ΑΣΦI...
The compound beam is subjected to a uniform dead load of 200 lb/ft and a uniform...
The compound beam is subjected to a uniform dead load of 200 lb/ft and a uniform live load of 150 lb/ft. Assume Bis a pin and is a roller. Follow the sign convention (Figure 1) Submit Previous Answers Correct Part B Determine the maximum positive shear at D Express your answer using three significant figures. Figure 1 of 1 ΜΗ ΑΣφ 11 vec ? (V) lb B D Submit Previous Answers Request Answer 51 X Incorrect; Try Again: 2 attempts...
Consider the beam shown in (Figure 1). Assume the support at A is fixed and is...
Consider the beam shown in (Figure 1). Assume the support at A is fixed and is a roller. Take E = 29(103) ksi and w = 1.8 k/ft. The moment of inertia for each segment is shown in the figure. Part A Determine the component of reaction at A. Express your answer using three significant figures. VO AS IT vec ? A = k Submit Request Answer Part B Determine the y component of reaction at A. Express your answer...
Question 2 Consider the beam shown in (Figure 1). Suppose w1 = 2 k/ft and W2...
Question 2 Consider the beam shown in (Figure 1). Suppose w1 = 2 k/ft and W2 = 3 k/ft. Assume the support at B is a roller and A and Care fixed. EI is constant Part A Determine the moment MAB acting on span AB at A measured clockwise Express your answer using three significant figures. Enter positive value if the moment is clockwise and negative value if the moment is counterclockwise. VOAP vec ? Submit Request Answer Part B...
PartA The compound beam shown in (Figure 1) is subjected to a uniform dead load of 300 lb/ft and a single live load of 2 k. Assume C is a fixed support, B is a pin, and A is a roller Determine the negative bending moment with the maximum magnitude created by these loads at C Express your answer using three significant figures (Mc)max(-) k ft Figure 1 of 1 Submit uest Answer Part B Determine the negative shear with...
(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...
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 А 10 ft 6 24 2 ft Vs. 2.25 IL RA -0.25 1.25 0.25 IL VB -0.25 -0.75 1.5...
(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...
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...
Please show steps!
Consider the beam shown in (Figure 1). The moment of inertia for each segment is shown in the figure. Assume the support at B is a roller. Take E = 29(109) ksi . Suppose that M = 36 k. ft. Figure 1 of 1 L. 2) M LA-600 in B Inc - 300 in 18 ft 12 ft Part B Determine the y component of reaction at A. Express your answer using three significant figures. ΟΙ ΑΣΦI...
The compound beam is subjected to a uniform dead load of 200 lb/ft and a uniform live load of 150 lb/ft. Assume Bis a pin and is a roller. Follow the sign convention (Figure 1) Submit Previous Answers Correct Part B Determine the maximum positive shear at D Express your answer using three significant figures. Figure 1 of 1 ΜΗ ΑΣφ 11 vec ? (V) lb B D Submit Previous Answers Request Answer 51 X Incorrect; Try Again: 2 attempts...
Consider the beam shown in (Figure 1). Assume the support at A is fixed and is a roller. Take E = 29(103) ksi and w = 1.8 k/ft. The moment of inertia for each segment is shown in the figure. Part A Determine the component of reaction at A. Express your answer using three significant figures. VO AS IT vec ? A = k Submit Request Answer Part B Determine the y component of reaction at A. Express your answer...
Question 2 Consider the beam shown in (Figure 1). Suppose w1 = 2 k/ft and W2 = 3 k/ft. Assume the support at B is a roller and A and Care fixed. EI is constant Part A Determine the moment MAB acting on span AB at A measured clockwise Express your answer using three significant figures. Enter positive value if the moment is clockwise and negative value if the moment is counterclockwise. VOAP vec ? Submit Request Answer Part B...
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