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Student i.d. #: Problem 3: For the beam shown: 1) Is the problem determinate or indeterminate?...
Problem 1 Indeterminate Beam Reactions (50 pts.) With reference to Figure 1, determine the beam reactions...
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 FIGURE 1 3
Additional requirements Determinate Structure Indeterminate structure 1- Ratio of maximum positive moments in two models I...
Additional requirements Determinate Structure Indeterminate structure 1- Ratio of maximum positive moments in two models I 21 L/4 I 21 L/4 L/4 ↓ 11 12-Ratio of maximum L/2 し4 deflections in two models 1) Draw the bending moment diagram, in terms of w, and L 1) Draw the bending moment diagram, in terms of w, and L 2) Determine the value of maximum 2) Determine the value of maximum deflection in terms of w L EI deflection in terms of...
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
Page 30 (18) 5.a) For the determinate, two-span beam shown, draw the influence "span beam shown,...
Page 30 (18) 5.a) For the determinate, two-span beam shown, draw the influence "span beam shown, draw the influence lines for: i) bending moment at point B ii) shear force immediately right of point C, and iii) reaction at support C For each influence line, calculate and indicate the value of the influence coefficient that has the maximum absolute value. 15m 5m2m Bm
16. For the beam shown below, a uniform load, two con team shown below, a uniform...
16. For the beam shown below, a uniform load, two con team shown below, a uniform load, two concentrated loads, and a triangular los Pied as shown. The beam diagram is presented on both this pape and the next pas to help you as you answer the questions heta. Provide the following information 10 kips 18 kips 6 kips/it 3 kips/ft 3 ft 8 ft 4 24 24 3ft A 8. C. D. is this beam statically determinate? What are...
2- Classify each of the figures shown below as statically determinate or statically indeterminate, stable or...
2- Classify each of the figures shown below as statically determinate or statically indeterminate, stable or unstable. If statically indeterminate, report the number of degrees of indeterminacy. Joint Joint Joint 19 3- Determine the reactions on the beam shown. Assume A is a pin and the support at B is a roller (smooth surface). 10KN m BALI 3m 4m am And А X
Problem 7: Consider the statically indeterminate beam shown below with the given loading. E- 29,000 ksi...
Problem 7: Consider the statically indeterminate beam shown below with the given loading. E- 29,000 ksi and I- 600 in a) Use the stiffness method to find the rotation at node 1. b) Determine the unknown reactions using the force-displacement relationships. c) Draw the shear and moment diagrams for the beam. 12 k 2
The beam is loaded as shown in the diagram below. The beam is uniformly loaded at...
The beam is loaded as shown in the diagram below. The beam is uniformly loaded at 3 kN/m for the length of 4 m from B. The beam also has two point loads, 4 KN at 2 m from A and 3 KN at 3 m from B. 2 KN 3 KN 3KN/m A 2 m 2 m 11 m 3 m Fig. Q2 Draw a shear force and bending moment diagram. Also determine the location of maximum bending moment...
Q3 (25 pts) 3. For the cantilever beam shown below and to the left, Determine the...
Q3
(25 pts) 3. For the cantilever beam shown below and to the left, Determine the reactions at the wall at C. Draw the shear (V) and moment (M) diagram for the beam and label the appropriate values. For the given cross section, determine the magnitude of the maximum COMPRESSIVE bending stress and state where this occurs along the length of the beam and along the height of the beam (top or bottom). Sketch the NORMAL stress distribution (profile) for...
DE = 29 Question 4: Indeterminate Beam Design and Deflection A 2014-T6 aluminium cantilever beam is...
DE = 29
Question 4: Indeterminate Beam Design and Deflection A 2014-T6 aluminium cantilever beam is rigidly fixed to a wall and supported at the free end with a roller support, shown below. The beam is loaded with a distributed load, W, of 10kN/m and a point load, P of 55kN. Both the distributed load and the point load act in the direction shown in the image below. Note, the parameter DE is related to your student number as described...
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 FIGURE 1 3
Additional requirements Determinate Structure Indeterminate structure 1- Ratio of maximum positive moments in two models I 21 L/4 I 21 L/4 L/4 ↓ 11 12-Ratio of maximum L/2 し4 deflections in two models 1) Draw the bending moment diagram, in terms of w, and L 1) Draw the bending moment diagram, in terms of w, and L 2) Determine the value of maximum 2) Determine the value of maximum deflection in terms of w L EI deflection in terms of...
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
Page 30 (18) 5.a) For the determinate, two-span beam shown, draw the influence "span beam shown, draw the influence lines for: i) bending moment at point B ii) shear force immediately right of point C, and iii) reaction at support C For each influence line, calculate and indicate the value of the influence coefficient that has the maximum absolute value. 15m 5m2m Bm
16. For the beam shown below, a uniform load, two con team shown below, a uniform load, two concentrated loads, and a triangular los Pied as shown. The beam diagram is presented on both this pape and the next pas to help you as you answer the questions heta. Provide the following information 10 kips 18 kips 6 kips/it 3 kips/ft 3 ft 8 ft 4 24 24 3ft A 8. C. D. is this beam statically determinate? What are...
2- Classify each of the figures shown below as statically determinate or statically indeterminate, stable or unstable. If statically indeterminate, report the number of degrees of indeterminacy. Joint Joint Joint 19 3- Determine the reactions on the beam shown. Assume A is a pin and the support at B is a roller (smooth surface). 10KN m BALI 3m 4m am And А X
Problem 7: Consider the statically indeterminate beam shown below with the given loading. E- 29,000 ksi and I- 600 in a) Use the stiffness method to find the rotation at node 1. b) Determine the unknown reactions using the force-displacement relationships. c) Draw the shear and moment diagrams for the beam. 12 k 2
The beam is loaded as shown in the diagram below. The beam is uniformly loaded at 3 kN/m for the length of 4 m from B. The beam also has two point loads, 4 KN at 2 m from A and 3 KN at 3 m from B. 2 KN 3 KN 3KN/m A 2 m 2 m 11 m 3 m Fig. Q2 Draw a shear force and bending moment diagram. Also determine the location of maximum bending moment...
Q3
(25 pts) 3. For the cantilever beam shown below and to the left, Determine the reactions at the wall at C. Draw the shear (V) and moment (M) diagram for the beam and label the appropriate values. For the given cross section, determine the magnitude of the maximum COMPRESSIVE bending stress and state where this occurs along the length of the beam and along the height of the beam (top or bottom). Sketch the NORMAL stress distribution (profile) for...
DE = 29
Question 4: Indeterminate Beam Design and Deflection A 2014-T6 aluminium cantilever beam is rigidly fixed to a wall and supported at the free end with a roller support, shown below. The beam is loaded with a distributed load, W, of 10kN/m and a point load, P of 55kN. Both the distributed load and the point load act in the direction shown in the image below. Note, the parameter DE is related to your student number as described...
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