Determine the support reactions using the force method. Draw the shear and moment diagrams. Assume support A as fixed and support C as a roller.
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5. use the force method to determine the reactions at the support draw the Shear and moment diagrams. Assume A is fixed and B is a roller EI is constant Ау Ах Ma By K K ft.k K 15k А 서 3 + 10' 10'
Determine the support reactions using the force method .Draw the shear and moment diagrams. Assume A and C are rollers and B is pinned. Note: E = 200 GPa, I = 1800 (106) mm4.
USE THE FORCE METHOD TO DETERMINE THE REAGUONS THE SUPOORS, DRAW THE SHEAR AND MOMENT DIAGRAMS. ASSUME A IS FIXED AND B IS A ROLLER. EL s CONSTANT Ay = ? 20K Ax= ? Ma = ? S'O By: ?
Problem 7 Draw the complete axial force, shear force, and
bending moment diagrams for each member of the frame shown in
Figure 7. Assume A is fixed, the joint at B is a hinge, and support
C is a roller.
a) By using the slope-deflection method determine the moments at A, B, C and D and then draw the moment and shear diagrams. Assume the supports at B and C are a roller and A and D are fixed b) Use SpaceGass to determine the moments at A, B, Cand D. c) Compare the results by the two methods and provide a sensible discussions why they are/are not equal. El is constant. 2.5 kN 20 kN/m 4
a) By using...
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Determine the reactions at A and B using the force method and then draw shear force and bending moment diagrams for the members. Be sure to draw all Free Body Diagrams you need to use in the force method. Use the following equations as necessary. El is constant. (50 points) ? IC' 12
Draw the Shear Force (V) and Bending Moment (MI) diagrams of statically indeterminate beam shown in figure using “Force Method”. The (roller) support at "B" settles 35 mm. The moment of inertia is given by (1) for regions "AB", "BC" and "CD"; however it is equal to (21) for the region “DE”. ("B" is the roller and “E" is the fixed type of support). [The flexural rigidity: EI=40000 kNm] 60 KN y 10 kN/m A - Tu (21) 1.5m 11...
#1) (65p.) Draw the Shear Force (V) and Bending Moment (M) diagrams of statically indeterminate beam shown in figure using "Force Method". The (roller) support at "B" settles 35 mm. The moment of inertia is given by (1) for regions "AB", "BC" and "CD": however it is equal to (21) for the region "DE". ("B" is the roller and "E" is the fixed type of support). [The flexural rigidity: EI-40000 kNm] 60 KN 10 kN/m B L (21) 1.5 X...
Part B) For the frame (no sidesway) below, determine the reactions and draw the shear and moment diagrams using the moment-distribution method of analysis. Joints A, B and E are fixed and all members are rigidly connected at C and D. You may perform the moment distribution by hand. E is constant, but I is as shown on the frame 50 kN 50 kN 4 m 6 kN/m 21 1.51 1.51 6 m 8 Part 3) Reanalyze the frame of...
#1) (65p.) Draw the Shear Force (V) and Bending Moment (M) diagrams of statically indeterminate beam shown in figure using "Force Method”. The (roller) support at “B” settles 35 mm. The moment of inertia is given by (I) for regions "AB", "BC" and "CD"; however it is equal to (21) for the region “DE”. (“B” is the roller and “E” is the fixed type of support). [The flexural rigidity: EI=40000 kNm] 60 KN 10 kN/m B (21) 1.5 m 1...