For Problems 16.1 through 16.18, draw the quantitative influence lines for the situations listed.
Homework Answers
The problem can be solved using Muller Breslau's principle which states that ILD of a physical quantity can be obtained by removing corresponding restraint and applying a unit deformation in that direction
Therefore, ILD of reaction at A, shear at 1-1 and moment at C are as shown below:
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For Problems 16.1 through 16.18, draw the quantitative influence
lines for the situations listed.
P16.17 Reaction...
For Problems 16.1 through 16.18, draw the quantitative influence lines for the situations listed. P16.13 Reaction...
For Problems 16.1 through 16.18, draw the quantitative influence
lines for the situations listed.
P16.13 Reaction at A, shear just left of C, and bending moment at C. (Ans: load @ B: VC-left =-1.0, MC =-30 ft) Moment release co A. B-r Problem 16.13
Sections 16.1-16.6 For Problems 16.1 through 16.18, draw the quantitative influence lines for the situations list...
Sections 16.1-16.6 For Problems 16.1 through 16.18, draw the quantitative influence lines for the situations listed We were unable to transcribe this imageP16.14 Moment at D and B; shear force at C. Moment release D 28 ft 20 ft Problem 16.14
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...
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...
PROBLEMS 6-1. Draw the influence lines for (a) the moment at C, (b) the reaction at...
PROBLEMS 6-1. Draw the influence lines for (a) the moment at C, (b) the reaction at B, and (c) the shear at C. Assume A is pinned and B is a roller. Solve this problem using the basic method of Sec. 6–1. 3 m 3 m - - - 3 m Probs. 6-1/6-2
1. Draw influence lines for shear and moment at 15, 25, and 30 feet from the left support for a simply supported be...
1. Draw influence lines for shear and moment at 15, 25, and 30 feet from the left support for a simply supported beam with a span of 60 feet. Show values of maxima. 2. Using the influence lines in part 1, determine the shear and moment at 15, 25, and 30 feet for a uniformly distributed load of 50 k/ft applied over the length of the beam required to produce the maximum shear and moment at each point. 3. Using...
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...
AP1: a) Draw the influence lines for the vertical reaction at pt. C (Cy), shear at...
AP1: a) Draw the influence lines for the vertical reaction at pt. C (Cy), shear at mid-span between B & C, and the bending moment above the support at pt. B Determine the maximum absolute values of each quantity due to the moving load as it travels across the bridge. Consider truck travel in either direction. b) 2400 lb 1800 lb 10 ft 15 ft15 ft15 ft--
Draw the influence lines for: a. the vertical reaction at A b. the shear pin just...
Draw the influence lines for:
a. the vertical reaction at A
b. the shear pin just to the right of A
c. moment at C
Here, C is a fixed support, A is a roller support and B is a
pin.
8 ft
Draw the influence lines for (a) the vertical reaction at B, (b) the moment at C,...
Draw the influence lines for (a) the vertical reaction at B, (b) the moment at C, and (c) the shear sust o the ight of the support at A Sove this probiem using the basic method of Sec 6 1 Prob. 6-3 6 ft 9 It
For Problems 16.1 through 16.18, draw the quantitative influence
lines for the situations listed.
P16.13 Reaction at A, shear just left of C, and bending moment at C. (Ans: load @ B: VC-left =-1.0, MC =-30 ft) Moment release co A. B-r Problem 16.13
Sections 16.1-16.6 For Problems 16.1 through 16.18, draw the quantitative influence lines for the situations listed We were unable to transcribe this imageP16.14 Moment at D and B; shear force at C. Moment release D 28 ft 20 ft Problem 16.14
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...
PROBLEMS 6-1. Draw the influence lines for (a) the moment at C, (b) the reaction at B, and (c) the shear at C. Assume A is pinned and B is a roller. Solve this problem using the basic method of Sec. 6–1. 3 m 3 m - - - 3 m Probs. 6-1/6-2
1. Draw influence lines for shear and moment at 15, 25, and 30 feet from the left support for a simply supported beam with a span of 60 feet. Show values of maxima. 2. Using the influence lines in part 1, determine the shear and moment at 15, 25, and 30 feet for a uniformly distributed load of 50 k/ft applied over the length of the beam required to produce the maximum shear and moment at each point. 3. Using...
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...
AP1: a) Draw the influence lines for the vertical reaction at pt. C (Cy), shear at mid-span between B & C, and the bending moment above the support at pt. B Determine the maximum absolute values of each quantity due to the moving load as it travels across the bridge. Consider truck travel in either direction. b) 2400 lb 1800 lb 10 ft 15 ft15 ft15 ft--
Draw the influence lines for:
a. the vertical reaction at A
b. the shear pin just to the right of A
c. moment at C
Here, C is a fixed support, A is a roller support and B is a
pin.
8 ft
Draw the influence lines for (a) the vertical reaction at B, (b) the moment at C, and (c) the shear sust o the ight of the support at A Sove this probiem using the basic method of Sec 6 1 Prob. 6-3 6 ft 9 It
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