Problem 2: For the beam given below: (a) Calculate all support reactions. (b) Draw the shear diagram. Show all important values of shear. Show the sign convention within each region. (c) Draw the moment diagram. Show all important values of moment. Show the sign conventions within each region (concavity: smiley face, sad face, etc.) (d) Sketch the deflected shape. Show supports in your sketch. For your solution, let w = 2 kips/ft and L = 20 ft. A L 22 B L W C
Problem 2: For the beam given below: (a) Calculate all support reactions. (b) Draw the shear diagram. Show all important values of shear. Show the sign convention within each region. (c) Draw the moment diagram. Show all important values of moment. Show the sign conventions within each region (concavity: smiley face, sad face, etc.) (d) Sketch the deflected shape. Show supports in your sketch. For your solution, let w = 2 kips/ft and L = 20 ft. A L 22 B L W C
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:Problem 2:
For the beam given below:
(a) Calculate all support reactions.
(b) Draw the shear diagram. Show all important values of shear. Show the sign convention
within each region.
(c) Draw the moment diagram. Show all important values of moment. Show the sign
conventions within each region (concavity: smiley face, sad face, etc.)
(d) Sketch the deflected shape. Show supports in your sketch.
For your solution, let w
=
2 kips/ft and L = 20 ft.
A
L
22
B
L
W
C
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