Homework Answers
![have calcolate deflection of ty blic 6 21 RR = 7 cs m am C (dm) dx 18. DB = (2 e) (2x) dx rey sta- ven-o] ( Today + El CA +S](http://img.homeworklib.com/questions/5331ec80-deda-11ea-9c76-a9b68b458e3c.png?x-oss-process=image/resize,w_560)
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18 kips А B с D 6 12' 6 using the work-energy method to solve the...
For the beam using the conjugate beam method to solve the problem El is constant. (a)...
For the beam using the conjugate beam method to solve the problem El is constant. (a) Compute the slopes at A and C and deflections at B. (b) Locate and compute the maximum deflection in span AC. P= 18 kips A B с D -64- 12
For the beam (a) (b) using the work-energy method to solve the problem- Compute the slope...
For the beam (a) (b) using the work-energy method to solve the problem- Compute the slope at A. Compute the slope at B. 3 kips/ft 85 kip. ft B 15 5 15'
Solve Problem by the conjugate beam method Compute the deflection and the slopes on both sides...
Solve Problem by the conjugate beam method Compute the deflection and the slopes on both sides of the hinge at B in Figure P7.36. El is constant. Figure P7.36: 20 KN 40 KN с A F B D E k 5 m *5m 5m - 5 m 5 m
3. For the beam in Figure 2 below, using the work-energy method to solve the problem....
3. For the beam in Figure 2 below, using the work-energy method to solve the problem. (a) (10 points) Compute the slope at A. (b) (10 points) Compute the slope at B. 3 kips/ft 85 kip. ft B 15' .. 15' Figure 2.
Path: Words:0 QUESTION 6 16 points (Virtual Work Indeterminate) Problem 6. Virtual Work Method. Determine the...
Path: Words:0 QUESTION 6 16 points (Virtual Work Indeterminate) Problem 6. Virtual Work Method. Determine the reaction at A. The support at A is a roller and C is fixed. El is constant. (16 points) RA 10 ft 5 ft 4 kip B What is the reaction at A TTT Arial 3 (12pt) T !!! Path:p Words. QUESTION 7 22 points Sav (Slope-Deflection) Problem 7 Using Slope-Deflection Method, write all equations using numeric standard decimal values for calculations (Not Eractions....
Please find all reactions with Moment Distribution Method & draw shear/moment diagrams. Please show all work. Thank you in advance! Problem #2: For the indeterminate beam shown below: a) Determin...
Please find all reactions with Moment Distribution Method &
draw shear/moment diagrams. Please show all work. Thank you in
advance!
Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw shear and moment diagrams. El is constant. Show your work. 18 kips 24 kips 6 k/ft 16 k/ft 10ft 12 ft 12ft
Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw...
P8.20. (a) Compute the vertical deflection and slope of the cantilever beam at points B and...
P8.20. (a) Compute the vertical deflection and slope of the cantilever beam at points B and C in Figure P8.20. Given: El is constant throughout, L = 12 ft, and E = 4000 kips/in.?. What is the minimum required value of I if the deflection of point C is not to exceed 0.4 in.? P= 6 kips w = 1 kip/ft Kips А B C 6 6- P8.20
Use the Conjugate Beam Method to compute the slope and deflection at points B and C...
Use the Conjugate Beam Method to compute the slope and
deflection at points B and C for the beam given below. EI =
constant. Express answers as positive quantities with correct units
in the numerator terms, and with appropriate directions
Problem 1. Use the Conjugate Beam Method to compute the slope and deflection at points B and C for the beam given below. El constant. Express answers as positive quantities with correct units in the numerator terms, and with appropriate...
The beam is loaded with 12 kips at point B. It is fixed at A and...
The
beam is loaded with 12 kips at point B. It is fixed at A and acted
upon by a concentrated load 'P' at its free end as shown. What
value of force 'P' (acting upwards) is required if the vertical
deflection at C is to be zero?
64. The beam is loaded with 12 kips at point B. It is fixed at A and acted upon by a concentrated load P' at its free end as shown. What value...
10 kips Determine the rotation at B and10 Kips vertical deflection at A for the beam...
10 kips Determine the rotation at B and10 Kips vertical deflection at A for the beam shown below. Use E-29,000 ksi and I-200 in4. Consider that 1 A 一®.7 A: is not constant when finding M/EI OTT 21 12' .. D diagram. 6 6'
For the beam using the conjugate beam method to solve the problem El is constant. (a) Compute the slopes at A and C and deflections at B. (b) Locate and compute the maximum deflection in span AC. P= 18 kips A B с D -64- 12
For the beam (a) (b) using the work-energy method to solve the problem- Compute the slope at A. Compute the slope at B. 3 kips/ft 85 kip. ft B 15 5 15'
Solve Problem by the conjugate beam method Compute the deflection and the slopes on both sides of the hinge at B in Figure P7.36. El is constant. Figure P7.36: 20 KN 40 KN с A F B D E k 5 m *5m 5m - 5 m 5 m
3. For the beam in Figure 2 below, using the work-energy method to solve the problem. (a) (10 points) Compute the slope at A. (b) (10 points) Compute the slope at B. 3 kips/ft 85 kip. ft B 15' .. 15' Figure 2.
Path: Words:0 QUESTION 6 16 points (Virtual Work Indeterminate) Problem 6. Virtual Work Method. Determine the reaction at A. The support at A is a roller and C is fixed. El is constant. (16 points) RA 10 ft 5 ft 4 kip B What is the reaction at A TTT Arial 3 (12pt) T !!! Path:p Words. QUESTION 7 22 points Sav (Slope-Deflection) Problem 7 Using Slope-Deflection Method, write all equations using numeric standard decimal values for calculations (Not Eractions....
Please find all reactions with Moment Distribution Method &
draw shear/moment diagrams. Please show all work. Thank you in
advance!
Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw shear and moment diagrams. El is constant. Show your work. 18 kips 24 kips 6 k/ft 16 k/ft 10ft 12 ft 12ft
Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw...
P8.20. (a) Compute the vertical deflection and slope of the cantilever beam at points B and C in Figure P8.20. Given: El is constant throughout, L = 12 ft, and E = 4000 kips/in.?. What is the minimum required value of I if the deflection of point C is not to exceed 0.4 in.? P= 6 kips w = 1 kip/ft Kips А B C 6 6- P8.20
Use the Conjugate Beam Method to compute the slope and
deflection at points B and C for the beam given below. EI =
constant. Express answers as positive quantities with correct units
in the numerator terms, and with appropriate directions
Problem 1. Use the Conjugate Beam Method to compute the slope and deflection at points B and C for the beam given below. El constant. Express answers as positive quantities with correct units in the numerator terms, and with appropriate...
The
beam is loaded with 12 kips at point B. It is fixed at A and acted
upon by a concentrated load 'P' at its free end as shown. What
value of force 'P' (acting upwards) is required if the vertical
deflection at C is to be zero?
64. The beam is loaded with 12 kips at point B. It is fixed at A and acted upon by a concentrated load P' at its free end as shown. What value...
10 kips Determine the rotation at B and10 Kips vertical deflection at A for the beam shown below. Use E-29,000 ksi and I-200 in4. Consider that 1 A 一®.7 A: is not constant when finding M/EI OTT 21 12' .. D diagram. 6 6'
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