A simply supported beam with a cantilever side is subjected to a uniform load of 15 kN/m and a point load of 5 kN as shown in Figure 1. Assume E= 205 GPa and I=60(10)6 mm4 . (Hint: Consider method of superposition) 1.1 Calculate the reactions at the supports of the beam 1.2 Draw the shear force and bending moment diagrams with critical values 1.3 Calculate the deflection at A using unit load method
A simply supported beam with a cantilever side is subjected to a uniform load of 15 kN/m and a point load of 5 kN as shown in Figure 1. Assume E= 205 GPa and I=60(10)6 mm4 . (Hint: Consider method of superposition) 1.1 Calculate the reactions at the supports of the beam 1.2 Draw the shear force and bending moment diagrams with critical values 1.3 Calculate the deflection at A using unit load method
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A simply supported beam with a cantilever side is subjected to a uniform load of 15 kN/m and a point load of 5 kN as shown in Figure 1. Assume E= 205 GPa and I=60(10)6 mm4 . (Hint: Consider method of superposition)
1.1 Calculate the reactions at the supports of the beam
1.2 Draw the shear force and bending moment diagrams with critical values
1.3 Calculate the deflection at A using unit load method
Transcribed Image Text:5kN
2L/3
A EI
k
2m
L
Area = Ly/2
↓↓↓
B
y
15kN/m
Figure 1
Note: The area and centroid of typical shapes used in the unit load method can be found
below
1.5EI
6m
5L/8
с
L
Area = 2Ly/3
3L/4
L
Area = Ly/3
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