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Sketch (qualitatively) the influence line for (a) the vertical reaction at C, (b) the moment at B...
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...
A B C D E F 8' 8' 8' 8' 8' civil engineering Draw influence lines...
A B C D E F 8' 8' 8' 8' 8' civil engineering
Draw influence lines (show the values and locations for all key points) for the following: Karagi programoginta a) Influence Line for Vertical (upwards) Reaction at F, Fy b) Influence Line for Vertical Reaction at B, BY c) Influence Line for Positive Internal Shear Force just to the right of D, Veight d) Influence Line for Positive Internal Bending Moment at B, M, e) Maximum value of By...
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:...
This is an influence line question, please use that to solve for the max negative moment...
This is an influence line
question, please use that to solve for the max negative moment and
shear. Thank you!
KAssignment 8 (Influence Lines, Values, 2 questions, 6 marks inc. 2 bonus marks) Problem 6.20 Part A The compound beam shown in (Figure 1) is subjected to a uniform dead load of 350 lb/ft and a single live load of 5 k. Assume C is a fixed support, B is a pin, and A is a roller Determine the negative...
AP2: Beam AD is connected to a cable at C.: a) Draw the influence lines for the force in cable CE b) Draw the influence...
AP2: Beam AD is connected to a cable at C.: a) Draw the influence lines for the force in cable CE b) Draw the influence lines for the vertical reaction at support A c) Draw the influence lines for the moment at EB d) Determine the maximum absolute value of each response quantity from parts a) to c) if beam AD supports a 15-ton concentrated load and a movable/variable 1 kip/ft uniformly distributed live load. 6 4 43'
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...
Question 2: A simply supported beam under loading as shown in Figure 1: 1. Draw the influence lines of the bending moment and shear force at point C (L/4) Using the influence lines to determine t...
Question 2: A simply supported beam under loading as shown in Figure 1: 1. Draw the influence lines of the bending moment and shear force at point C (L/4) Using the influence lines to determine the bending moment and shear force at section C due to the loading as shown in the figure. 2. 3. There is a distributed live load (w#2.5kN/m) which can vary the location along the beam. Determine the location of the live loads which create the...
A uniform live load of 0.5 k/ſt and a single concentrated force of 20 k are...
A uniform live load of 0.5 k/ſt and a single concentrated force of 20 k are to be placed on the beam. Determine (a) the maximum positive live vertical reaction at support B, (b) the maximum positive live shear at point C, and (c) the maximum positive live moment at point C. Assume the support at A is a pin and B is a roller. BREASE 10 - - - 10 f -- - 10 ft
A uniform live load of 0.25k/ft and a single concentrated live force of 3k are to...
A uniform live load of 0.25k/ft and a single
concentrated live force of 3k are to be placed on the floor slabs
.Determine（a）the maximum positive live vertical reaction at the
support D （b）the maximum positive live shear in panel EF of the
girder and（c）the maximum positive live moment at F. Assume the
support at D is a roller and G is a pin.
6-28 6-38. A uniform live load of 0.25 k/ft and a single concentrated live force of 3...
9-46. Sketch the influence line for the moment at D using the Müller-Breslau principle. Determine the...
9-46. Sketch the influence line for the moment at D using the Müller-Breslau principle. Determine the maximum positive moment at D due to a uniform live load of 5 kN/m. El is constant. Assume A is a pin and B and C are rollers. 10 m -5 m
A B C D E F 8' 8' 8' 8' 8' civil engineering
Draw influence lines (show the values and locations for all key points) for the following: Karagi programoginta a) Influence Line for Vertical (upwards) Reaction at F, Fy b) Influence Line for Vertical Reaction at B, BY c) Influence Line for Positive Internal Shear Force just to the right of D, Veight d) Influence Line for Positive Internal Bending Moment at B, M, e) Maximum value of By...
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:...
This is an influence line
question, please use that to solve for the max negative moment and
shear. Thank you!
KAssignment 8 (Influence Lines, Values, 2 questions, 6 marks inc. 2 bonus marks) Problem 6.20 Part A The compound beam shown in (Figure 1) is subjected to a uniform dead load of 350 lb/ft and a single live load of 5 k. Assume C is a fixed support, B is a pin, and A is a roller Determine the negative...
AP2: Beam AD is connected to a cable at C.: a) Draw the influence lines for the force in cable CE b) Draw the influence lines for the vertical reaction at support A c) Draw the influence lines for the moment at EB d) Determine the maximum absolute value of each response quantity from parts a) to c) if beam AD supports a 15-ton concentrated load and a movable/variable 1 kip/ft uniformly distributed live load. 6 4 43'
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...
Question 2: A simply supported beam under loading as shown in Figure 1: 1. Draw the influence lines of the bending moment and shear force at point C (L/4) Using the influence lines to determine the bending moment and shear force at section C due to the loading as shown in the figure. 2. 3. There is a distributed live load (w#2.5kN/m) which can vary the location along the beam. Determine the location of the live loads which create the...
A uniform live load of 0.5 k/ſt and a single concentrated force of 20 k are to be placed on the beam. Determine (a) the maximum positive live vertical reaction at support B, (b) the maximum positive live shear at point C, and (c) the maximum positive live moment at point C. Assume the support at A is a pin and B is a roller. BREASE 10 - - - 10 f -- - 10 ft
A uniform live load of 0.25k/ft and a single
concentrated live force of 3k are to be placed on the floor slabs
.Determine（a）the maximum positive live vertical reaction at the
support D （b）the maximum positive live shear in panel EF of the
girder and（c）the maximum positive live moment at F. Assume the
support at D is a roller and G is a pin.
6-28 6-38. A uniform live load of 0.25 k/ft and a single concentrated live force of 3...
9-46. Sketch the influence line for the moment at D using the Müller-Breslau principle. Determine the maximum positive moment at D due to a uniform live load of 5 kN/m. El is constant. Assume A is a pin and B and C are rollers. 10 m -5 m
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