Problem IV. Refer to the beam shown below. Internal hinges are installed at points C and E. 80 KN/M 20 kN/m D F G A 3.00 m 2.00 m 2.00 m- 1 m 2.00 m- 1 m Determine the support reactions. Calculate for the maximum positive and negative bending moment. Draw the shear and moment diagram (specify magnitudes at indicated points A, B, C, D, E, at maximum and minimum points, zero shear/s, zero moment/s etc.)
Problem IV. Refer to the beam shown below. Internal hinges are installed at points C and E. 80 KN/M 20 kN/m D F G A 3.00 m 2.00 m 2.00 m- 1 m 2.00 m- 1 m Determine the support reactions. Calculate for the maximum positive and negative bending moment. Draw the shear and moment diagram (specify magnitudes at indicated points A, B, C, D, E, at maximum and minimum points, zero shear/s, zero moment/s etc.)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Problem IV. Refer to the beam shown below. Internal hinges are installed at points C and E.
80 KN/M
20 kN/m
A
В
D
E
F
t200mt-200 m--| 1 m -200 m-| i m -
3.00 m
2.00 m-
2.00 m
Determine the support reactions.
Calculate for the maximum positive and negative bending moment.
Draw the shear and moment diagram (specify magnitudes at indicated points A, B, C, D, E, at maximum
and minimum points, zero shear/s, zero moment/s etc.)
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