Problem 1: Given: The following beam has fixed supports at A and B, and has a constant EI. A. Required: Evaluate the two vertical reactions (Ay and By) and the two moment reactions (MA and MB). Neglect Ax and Bx. Draw the Shear Diagram Draw the Moment Diagram Sketch the deflected shape

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Chapter2: Loads On Structures
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Flexibility Method: Beams and Frames with more than one redundant, and a Truss with
one redundant.
Solve the following 3 problems:
Problem 1:
Given: The following beam has fixed supports at A and B, and has a constant EI.
W
Required:
Evaluate the two vertical reactions (Ay and By) and the two moment reactions (MA and
MB). Neglect Ax and Bx.
Draw the Shear Diagram
Draw the Moment Diagram
Sketch the deflected shape
Hint: In this problem, it looks like it is indeterminate to the third degree, but let's neglect axial
effects. By neglecting axial effects, we are not considering the horizontal force equilibrium
equation (i.e., we neglect sum of fores in the x-direction). Thus, we neglect the two horizontal
reactions (Ax and Bx). Therefore, the problem simplifies as follows:
We are left with 2 equilibrium equations (i.e., sum of forces in the y-direction and sum of
moments). So, you have 2 equations and 4 unknowns: Ay, MA, By, and MB. Thus, we need to
come up with 2 more equations..these are your compatibility equations! In the end, you'll
need to consider two redundants.
For this problem, please consider the following redundants:
(1) the moment at B [MB] and
(2) the vertical reaction at B [By].
Do
know what the primary structure will look like? It will be a cantilever! You will need 3
you
diagrams (Primary 0: primary structure with original loads; Primary 1: the primary structure with
a unit VERTICAL force at B-assume downward; and Primary 2: the primary structure with a
unit MOMENT at B-assumed clockwise. Each of the 3 diagrams will have a vertical
deflection (movement 1) and a rotation (movement 2) at the cantilever tip. Note: you will have a
big delta (A10) and a big theta (020).
You may use the formula sheet in the notes Appendix to compute all the coefficients. Use
Maxwell's Theorem of Reciprocal Deflections where appropriate.
Transcribed Image Text:Flexibility Method: Beams and Frames with more than one redundant, and a Truss with one redundant. Solve the following 3 problems: Problem 1: Given: The following beam has fixed supports at A and B, and has a constant EI. W Required: Evaluate the two vertical reactions (Ay and By) and the two moment reactions (MA and MB). Neglect Ax and Bx. Draw the Shear Diagram Draw the Moment Diagram Sketch the deflected shape Hint: In this problem, it looks like it is indeterminate to the third degree, but let's neglect axial effects. By neglecting axial effects, we are not considering the horizontal force equilibrium equation (i.e., we neglect sum of fores in the x-direction). Thus, we neglect the two horizontal reactions (Ax and Bx). Therefore, the problem simplifies as follows: We are left with 2 equilibrium equations (i.e., sum of forces in the y-direction and sum of moments). So, you have 2 equations and 4 unknowns: Ay, MA, By, and MB. Thus, we need to come up with 2 more equations..these are your compatibility equations! In the end, you'll need to consider two redundants. For this problem, please consider the following redundants: (1) the moment at B [MB] and (2) the vertical reaction at B [By]. Do know what the primary structure will look like? It will be a cantilever! You will need 3 you diagrams (Primary 0: primary structure with original loads; Primary 1: the primary structure with a unit VERTICAL force at B-assume downward; and Primary 2: the primary structure with a unit MOMENT at B-assumed clockwise. Each of the 3 diagrams will have a vertical deflection (movement 1) and a rotation (movement 2) at the cantilever tip. Note: you will have a big delta (A10) and a big theta (020). You may use the formula sheet in the notes Appendix to compute all the coefficients. Use Maxwell's Theorem of Reciprocal Deflections where appropriate.
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