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For the frames below: (i) draw the free body diagrams (ii) draw the shear and moment diagrams (iii) use the virtual for...
(i) Draw the free body diagrams (ii) Draw the shear and moment diagrams (iii) Use the...
(i) Draw the free body diagrams
(ii) Draw the shear and moment diagrams
(iii) Use the virtual force method to determine the horizontal
displacement at B.
Given: I1 = 200in^4, I2 = 800 in^4 and E=29000ksi
1.2 x1 0.5 6.9 0.5 ← 3.1 ← A 25.45 0.625 12.95 0.625
Use the virtual force method to determine the horizontal displacement at B? Given: I1 = 200in^4,...
Use the virtual force method
to determine the horizontal displacement at B?
Given: I1 = 200in^4, I2 = 800 in^4 and
E=29000ksi
1.2 10kip→ 5.3 5.3 x1 30.4 75.86 x3 0.5 0.5 .3 1.6 16.27 22.13 8.4
Draw the Axial, Shear, and Moment Diagrams for the frames below
Draw the Axial, Shear, and Moment Diagrams for the frames
below
DrQui ㅓht axat , sheer) and Monro忄diagrams for the ames be 9ou a) an b) f+ 2+ft loa lori lor lof lor+ om 2.bm ゃう「一〇一一 31n 324, 3.9 m
DrQui ㅓht axat , sheer) and Monro忄diagrams for the ames be 9ou a) an b) f+ 2+ft loa lori lor lof lor+ om 2.bm ゃう「一〇一一 31n 324, 3.9 m
For the two frames given below Compute the Support Reactions Draw the Free Body Diagrams for...
For the two frames given below Compute the Support Reactions Draw the Free Body Diagrams for all members, and joints with concentrated load or moment Draw the Bending Moment Diagram, Shear Force Diagram, and Axial Force Diagram using the sign conventions and labeling scheme taught in the class Draw the Qualitative Deflected Shape, clearly showing the Inflection Points, if any. 1. (50 points) 45 k Need FBD 3 k/ft 15 ft 2. (50 points) 15 kN/m F G 65 kN...
For beam given below Draw the shear- and moment diagrams. Label all important values of shear...
For beam given below Draw the shear- and moment diagrams. Label all important values of shear and moment. nclude the conventions for shear and moment directly on the diagrams Sketch the deflected shape To reeiv leredr you mus ue astraighto sbwg ns 3 kips 12 kip-ft 4 ft 4 ft 4 ft
Analyze the Frames shown below. Draw the shear and moment diagrams and sketch the approximate deflected...
Analyze the Frames shown below. Draw the shear and moment
diagrams and sketch the approximate deflected shape
Settlement at A = 1” and at C = .5” E = 30000 kis, I = 240
in4
2k/ft 8 k B EI EI 36 k-ft С 12'1 EI A 12' 8'
Solve: Draw the free body diagram, solve the reaction, shear and bending moment diagrams. Show all...
Solve: Draw the free body diagram, solve the reaction, shear and bending moment diagrams. Show all of the work 150 Lb/ft 30,000 ft Lb 10,000 ft Lb 7 ft A 8ft 9 ft
Draw Shear and Bending Moment diagrams for the following beam. You MUST show free body diagrams...
Draw Shear and Bending Moment diagrams for the following beam.
You MUST show free body diagrams for each required cut and solve
equations for V and M.
10 kN 3 kN/m
***NOTE*** you *MUST draw complete FBD, and complete Shear-Force and Bending-Moment diagrams Select the lightest-weight steel...
***NOTE*** you *MUST draw complete FBD, and complete Shear-Force and Bending-Moment diagrams Select the lightest-weight steel wide-flange (W) overhanging beam from Appendix B that will safely support the loading. Assume the support at A is a pin and the support at B is a roller. The allowable bending stress is allow (see email data) and the allowable shear stress is "Zaitow -- 14 ksi. 8 ft + Non 4ft af Selected beam section is: W X P (kip) = 3...
Create a free body diagram and draw the moment and shear diagrams. Pin at C AL...
Create a free body diagram and draw the moment and shear
diagrams. Pin at C
AL 0.5 KN INT ! 05m 1kN 1 kW-m - 0.be LM
(i) Draw the free body diagrams
(ii) Draw the shear and moment diagrams
(iii) Use the virtual force method to determine the horizontal
displacement at B.
Given: I1 = 200in^4, I2 = 800 in^4 and E=29000ksi
1.2 x1 0.5 6.9 0.5 ← 3.1 ← A 25.45 0.625 12.95 0.625
Use the virtual force method
to determine the horizontal displacement at B?
Given: I1 = 200in^4, I2 = 800 in^4 and
E=29000ksi
1.2 10kip→ 5.3 5.3 x1 30.4 75.86 x3 0.5 0.5 .3 1.6 16.27 22.13 8.4
Draw the Axial, Shear, and Moment Diagrams for the frames
below
DrQui ㅓht axat , sheer) and Monro忄diagrams for the ames be 9ou a) an b) f+ 2+ft loa lori lor lof lor+ om 2.bm ゃう「一〇一一 31n 324, 3.9 m
DrQui ㅓht axat , sheer) and Monro忄diagrams for the ames be 9ou a) an b) f+ 2+ft loa lori lor lof lor+ om 2.bm ゃう「一〇一一 31n 324, 3.9 m
For the two frames given below Compute the Support Reactions Draw the Free Body Diagrams for all members, and joints with concentrated load or moment Draw the Bending Moment Diagram, Shear Force Diagram, and Axial Force Diagram using the sign conventions and labeling scheme taught in the class Draw the Qualitative Deflected Shape, clearly showing the Inflection Points, if any. 1. (50 points) 45 k Need FBD 3 k/ft 15 ft 2. (50 points) 15 kN/m F G 65 kN...
For beam given below Draw the shear- and moment diagrams. Label all important values of shear and moment. nclude the conventions for shear and moment directly on the diagrams Sketch the deflected shape To reeiv leredr you mus ue astraighto sbwg ns 3 kips 12 kip-ft 4 ft 4 ft 4 ft
Analyze the Frames shown below. Draw the shear and moment
diagrams and sketch the approximate deflected shape
Settlement at A = 1” and at C = .5” E = 30000 kis, I = 240
in4
2k/ft 8 k B EI EI 36 k-ft С 12'1 EI A 12' 8'
Solve: Draw the free body diagram, solve the reaction, shear and bending moment diagrams. Show all of the work 150 Lb/ft 30,000 ft Lb 10,000 ft Lb 7 ft A 8ft 9 ft
Draw Shear and Bending Moment diagrams for the following beam.
You MUST show free body diagrams for each required cut and solve
equations for V and M.
10 kN 3 kN/m
***NOTE*** you *MUST draw complete FBD, and complete Shear-Force and Bending-Moment diagrams Select the lightest-weight steel wide-flange (W) overhanging beam from Appendix B that will safely support the loading. Assume the support at A is a pin and the support at B is a roller. The allowable bending stress is allow (see email data) and the allowable shear stress is "Zaitow -- 14 ksi. 8 ft + Non 4ft af Selected beam section is: W X P (kip) = 3...
Create a free body diagram and draw the moment and shear
diagrams. Pin at C
AL 0.5 KN INT ! 05m 1kN 1 kW-m - 0.be LM
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