|-3 m-3 m– 1. The beam shown below is to be subjected to carry a 24 kN/m dead load, 27 kN/m live load and a series of wheel loads shown. Hinge B Hinge E 50 kN 125 kN 100 kN D Lom to 2 m-–3 m- -4 m - 6 m 6 m- -3 m - -3 m a. Draw the influence line of the shear at D and determine the maximum positive and negative shear at D.

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Chapter2: Loads On Structures
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|-3 m-3 m–
1. The beam shown below is to be subjected to carry a 24 kN/m dead load, 27 kN/m live load and a
series of wheel loads shown.
Hinge
B
Hinge
E
50 kN
125 kN 100 kN
D
Lom to
2 m- 3 m-
-4 m
- 6 m
6 m-
-3 m -
-3 m
a. Draw the influence line of the shear at D and determine the maximum positive and negative
shear at D.
b. Draw the influence line of the moment at D and determine the maximum positive and negative
moment D.
Transcribed Image Text:|-3 m-3 m– 1. The beam shown below is to be subjected to carry a 24 kN/m dead load, 27 kN/m live load and a series of wheel loads shown. Hinge B Hinge E 50 kN 125 kN 100 kN D Lom to 2 m- 3 m- -4 m - 6 m 6 m- -3 m - -3 m a. Draw the influence line of the shear at D and determine the maximum positive and negative shear at D. b. Draw the influence line of the moment at D and determine the maximum positive and negative moment D.
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