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Please make sure your handwriting is clear and readable. Thank
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1. Determine the reactions...
Please make sure your handwriting is clear and readable. Thank you. :) 3. Determine the member...
Please make sure your handwriting is clear and readable. Thank
you. :)
3. Determine the member end moments and reactions for the shown frame by using the slope- deflection method 3 klf 20 k 20 ft 10 ft Fixed Fixed 25 ft 25 ft 25 ft
Problem No.1: Solve the following indeterminate beams using slope-deflection method. Find reactions draw shear force and...
Problem No.1: Solve the following indeterminate beams using slope-deflection method. Find reactions draw shear force and bending moment diagrams. Also show your calculations: 30 kN 10 kN/m 4 m 9 m 6 m El Constant
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
Determine the reactions and draw the shear and bending moment diagrams for the shown beam using slope-deflection method.
Determine the reactions and draw the shear and bending moment diagrams for the shown beam using slope-deflection method.
Using force method , determine the reactions of the supports for the beam shown in Figure...
Using force method , determine the reactions of the
supports for the beam shown in Figure ( 5 ) . Then draw shear and
bending moment diagrams for the beam El is constant Use conjugate
beam method to determine deflections ,
6 m 50 KN 200 kN. 9 m - 3 m Fig. (5) BEST WISHES
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
Q.2B Determine the reactions and draw the shear and bending moment diagrams for the beam 60KN...
Q.2B Determine the reactions and draw the shear and bending moment diagrams for the beam 60KN 3 kN/m B 7 m 5 m El = constant 1 A BIELE c?
7) A beam is supported and loaded as shown below. Find the reactions, maximum shear, maximum...
7) A beam is supported and loaded as shown below. Find the reactions, maximum shear, maximum moment, maximum slope, maximum bending stress, and maximum deflection for the data given. Draw loading, shear, moment, slope, and deflection diagrams. Page 2 of 3 Givens: 0.70 m a 0.10 m b 0.60 m w 80 N/m F 500 N 2.1 x 10- m c 6.5 x 10-3m E=207 GPa
7) A beam is supported and loaded as shown below. Find the reactions, maximum...
PLEASE PROVIDE THE SLOPE AND DEFELCTION DIAGRAM!!!!!!!!!!!!!! 7) A beam is supported and loaded as shown...
PLEASE PROVIDE THE SLOPE AND DEFELCTION
DIAGRAM!!!!!!!!!!!!!!
7) A beam is supported and loaded as shown below. Find the reactions, maximum shear, maximum moment, maximum slope, maximum bending stress, and maximum deflection for the data given. Draw loading, shear, moment, slope, and deflection diagrams. -8 4 Givens: 1 0.70 m, a = 0.10 m, b 0.60 m, w 80 N/m, F = 500 N,1 = 2.1x10m c 6.5x10 m, E = 207 GPa / R3 R1 R2
7) A beam...
Statics Answer ASAP Make sure the work is clear! 4. If the reactions at the supports...
Statics
Answer ASAP
Make sure the work is clear!
4. If the reactions at the supports A and B are vertical, draw the internal shear and moment diagrams for the beam. What are the values for the internal shear and moment at points D, C, and E? 800 lb/ft LB 6 ft 4,5 ft 4,5 ft 6 ft 6 ft
Please make sure your handwriting is clear and readable. Thank
you. :)
3. Determine the member end moments and reactions for the shown frame by using the slope- deflection method 3 klf 20 k 20 ft 10 ft Fixed Fixed 25 ft 25 ft 25 ft
Problem No.1: Solve the following indeterminate beams using slope-deflection method. Find reactions draw shear force and bending moment diagrams. Also show your calculations: 30 kN 10 kN/m 4 m 9 m 6 m El Constant
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
Using force method , determine the reactions of the
supports for the beam shown in Figure ( 5 ) . Then draw shear and
bending moment diagrams for the beam El is constant Use conjugate
beam method to determine deflections ,
6 m 50 KN 200 kN. 9 m - 3 m Fig. (5) BEST WISHES
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
Q.2B Determine the reactions and draw the shear and bending moment diagrams for the beam 60KN 3 kN/m B 7 m 5 m El = constant 1 A BIELE c?
7) A beam is supported and loaded as shown below. Find the reactions, maximum shear, maximum moment, maximum slope, maximum bending stress, and maximum deflection for the data given. Draw loading, shear, moment, slope, and deflection diagrams. Page 2 of 3 Givens: 0.70 m a 0.10 m b 0.60 m w 80 N/m F 500 N 2.1 x 10- m c 6.5 x 10-3m E=207 GPa
7) A beam is supported and loaded as shown below. Find the reactions, maximum...
PLEASE PROVIDE THE SLOPE AND DEFELCTION
DIAGRAM!!!!!!!!!!!!!!
7) A beam is supported and loaded as shown below. Find the reactions, maximum shear, maximum moment, maximum slope, maximum bending stress, and maximum deflection for the data given. Draw loading, shear, moment, slope, and deflection diagrams. -8 4 Givens: 1 0.70 m, a = 0.10 m, b 0.60 m, w 80 N/m, F = 500 N,1 = 2.1x10m c 6.5x10 m, E = 207 GPa / R3 R1 R2
7) A beam...
Statics
Answer ASAP
Make sure the work is clear!
4. If the reactions at the supports A and B are vertical, draw the internal shear and moment diagrams for the beam. What are the values for the internal shear and moment at points D, C, and E? 800 lb/ft LB 6 ft 4,5 ft 4,5 ft 6 ft 6 ft
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