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Indeterminate Methods 1 60 KN 45 kN/m 2 m 2 m -4 m All joint rotations,...
Q1. Statically indeterminate beam analysis. (30 marks) a) Calculate the BMs at all the joints of the beam shown in...
Q1. Statically indeterminate beam analysis. a) Calculate the BMs at all the joints of the beam shown in problem 11.7 (p. 491) using the slope deflection method.b) Calculate the BMs at all the joints of the same beam shown in problem 11.7 (p. 491) using the moment distribution method. c) Compare the values of BMs obtained using the two methods a) and b) and comment. 11-10. Determine the moments at A, B, and C, then draw the moment diagram for the beam. The...
Problem 1 Indeterminate Beam Reactions (50 pts.) With reference to Figure 1, determine the beam reactions (forces and m...
Problem 1 Indeterminate Beam Reactions (50 pts.) With reference to Figure 1, determine the beam reactions (forces and moments). Use the slope- deflection method. Draw the shear and bending moment diagrams. E 29,000 ksi I- 1830 in' FICURE E-29,000 ks1 1.5 나 3 24-o oo l lo.o
03: Given the statically indeterminate frame as shown in Fig. Q3 below, determine the member end...
03: Given the statically indeterminate frame as shown in Fig. Q3 below, determine the member end moments and the support reactions of the frame using moment distribution method. Moment distribution to be done for 3 iterations of locking and unlocking cycle. A point load of 100KN is acting on span BC at 1/4 point of the span as shown. Support A and D are fixed supports. There is a roller support at joint C to prevent the frame from going...
QUESTION 1 [25 marks A frame loaded with a uniformly distributed load at Member AB and...
QUESTION 1 [25 marks A frame loaded with a uniformly distributed load at Member AB and point load at Member BC and joint B. It has pinned supports A and C, while joint B is fixed connected, as can be seen in Figure 1. Take E-200 GPa. a) Using the slope-deflection method, calculate the moments and illustrate the bending moment diagram. [15 marks) b) Then calculate the shear forces and sketch the shear force diagram. [10 marks) 22 KN 10...
Question 2: Stiffness Method in Structural Analysis. Calculate the moment at the fixed end support for...
Question 2: Stiffness Method in Structural Analysis. Calculate the moment at the fixed end support for the 2 span continuous beam structure as shown in Figure Q2 below using stiffness method. (Hint: Use superposition of fixed end and nodal load structure.) The continuous beam is fixed end supported at joint A. It is roller supported at joint B and C A point load of 80 kN is acting on member AB, 6 m from joint A. A uniform load of...
PROBLEM 2 25 Points 60 kN 45 kN/m X A B C D 2.5 m 2.5...
PROBLEM 2 25 Points 60 kN 45 kN/m X A B C D 2.5 m 2.5 m 4 m Draw the shear-force and bending-moment for the beam shown in figure. You can use any method but you need to show your calculations. Label all significant points on each diagram and identify the maximum moment along with its location. Clearly differentiate straight-line and curved portions of the diagrams. Points 25 Distribution Drawing of SF and BM: 10 Calculation of SF and...
Q1. A continuous one-way slab is subjected to Gu(including self-weight) - 7.0 kN/m' Q-4.5 kN/m2. At the exterior ends, the slab is cast monolithically with the edge beams. Assume C30/37 concrete,...
Q1. A continuous one-way slab is subjected to Gu(including self-weight) - 7.0 kN/m' Q-4.5 kN/m2. At the exterior ends, the slab is cast monolithically with the edge beams. Assume C30/37 concrete, grade 500 steel, and 25-mm cover to bars. Size of each beam is 350mm x 450mm, size of each column is 400mm x 400mm. (a) Determine the slab thickness. (b) Check whether the design shears and moments at critical sections (e.g. at mid- spans and supports) can be determined...
Use the Slope-Deflection Method to analyse the structure of Figure 1 and draw the shear force, axial force, and bending moment diagrams 4 m (1.5 EI) 20 KN/m 10 KN/m 50 kN.m Figure 1 Use the Slop...
Use the Slope-Deflection Method to analyse the structure of Figure 1 and draw the shear force, axial force, and bending moment diagrams 4 m (1.5 EI) 20 KN/m 10 KN/m 50 kN.m Figure 1
Use the Slope-Deflection Method to analyse the structure of Figure 1 and draw the shear force, axial force, and bending moment diagrams 4 m (1.5 EI) 20 KN/m 10 KN/m 50 kN.m Figure 1
6 m 6 m 3m In 5 kN 6 m 3 m Figure 3 25 MARKS Question 4 For the same structure in Figure 3, deter...
6 m 6 m 3m In 5 kN 6 m 3 m Figure 3 25 MARKS Question 4 For the same structure in Figure 3, determine the support reactions using the moment distribution method.
6 m 6 m 3m In 5 kN 6 m 3 m Figure 3 25 MARKS Question 4 For the same structure in Figure 3, determine the support reactions using the moment distribution method.
1. Show all of your work as well as equations. Problemas sugeridos del método de pendiente-desplazamiento...
1.
Show all of your work as well as equations.
Problemas sugeridos del método de pendiente-desplazamiento Problem 1: (25 points) The continuous beam of the figure with constant flexural stiffiness El has a uniform load and a concentrated moment as shown in the figure. Using the slope-deflection method, calculate the rotations θ' of the beam and the moment at the wall ①. 2 kn 20 kN.m 32n3 3 m 3까 3 m 8 m
Problem 1 Indeterminate Beam Reactions (50 pts.) With reference to Figure 1, determine the beam reactions (forces and moments). Use the slope- deflection method. Draw the shear and bending moment diagrams. E 29,000 ksi I- 1830 in' FICURE E-29,000 ks1 1.5 나 3 24-o oo l lo.o
03: Given the statically indeterminate frame as shown in Fig. Q3 below, determine the member end moments and the support reactions of the frame using moment distribution method. Moment distribution to be done for 3 iterations of locking and unlocking cycle. A point load of 100KN is acting on span BC at 1/4 point of the span as shown. Support A and D are fixed supports. There is a roller support at joint C to prevent the frame from going...
QUESTION 1 [25 marks A frame loaded with a uniformly distributed load at Member AB and point load at Member BC and joint B. It has pinned supports A and C, while joint B is fixed connected, as can be seen in Figure 1. Take E-200 GPa. a) Using the slope-deflection method, calculate the moments and illustrate the bending moment diagram. [15 marks) b) Then calculate the shear forces and sketch the shear force diagram. [10 marks) 22 KN 10...
Question 2: Stiffness Method in Structural Analysis. Calculate the moment at the fixed end support for the 2 span continuous beam structure as shown in Figure Q2 below using stiffness method. (Hint: Use superposition of fixed end and nodal load structure.) The continuous beam is fixed end supported at joint A. It is roller supported at joint B and C A point load of 80 kN is acting on member AB, 6 m from joint A. A uniform load of...
PROBLEM 2 25 Points 60 kN 45 kN/m X A B C D 2.5 m 2.5 m 4 m Draw the shear-force and bending-moment for the beam shown in figure. You can use any method but you need to show your calculations. Label all significant points on each diagram and identify the maximum moment along with its location. Clearly differentiate straight-line and curved portions of the diagrams. Points 25 Distribution Drawing of SF and BM: 10 Calculation of SF and...
Q1. A continuous one-way slab is subjected to Gu(including self-weight) - 7.0 kN/m' Q-4.5 kN/m2. At the exterior ends, the slab is cast monolithically with the edge beams. Assume C30/37 concrete, grade 500 steel, and 25-mm cover to bars. Size of each beam is 350mm x 450mm, size of each column is 400mm x 400mm. (a) Determine the slab thickness. (b) Check whether the design shears and moments at critical sections (e.g. at mid- spans and supports) can be determined...
Use the Slope-Deflection Method to analyse the structure of Figure 1 and draw the shear force, axial force, and bending moment diagrams 4 m (1.5 EI) 20 KN/m 10 KN/m 50 kN.m Figure 1
Use the Slope-Deflection Method to analyse the structure of Figure 1 and draw the shear force, axial force, and bending moment diagrams 4 m (1.5 EI) 20 KN/m 10 KN/m 50 kN.m Figure 1
6 m 6 m 3m In 5 kN 6 m 3 m Figure 3 25 MARKS Question 4 For the same structure in Figure 3, determine the support reactions using the moment distribution method.
6 m 6 m 3m In 5 kN 6 m 3 m Figure 3 25 MARKS Question 4 For the same structure in Figure 3, determine the support reactions using the moment distribution method.
1.
Show all of your work as well as equations.
Problemas sugeridos del método de pendiente-desplazamiento Problem 1: (25 points) The continuous beam of the figure with constant flexural stiffiness El has a uniform load and a concentrated moment as shown in the figure. Using the slope-deflection method, calculate the rotations θ' of the beam and the moment at the wall ①. 2 kn 20 kN.m 32n3 3 m 3까 3 m 8 m
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