Determine the deflection at the free end of the cantilever beam. E = 250 GPa and I = 420 x 106 mm4 shown in figure 5. 75 kN a. 373.371 mm (downward) b. 0.373 mm (downward) 37.337 mm (downward) d. 3.733 mm (downward) C. -6 m B -6 m- Figure 5 C 25 kN/m -6 m- D

Determine the deflection at the free end of the cantilever beam. E = 250 GPa and I = 420 x 106 mm4 shown in figure 5. 75 kN a. 373.371 mm (downward) b. 0.373 mm (downward) 37.337 mm (downward) d. 3.733 mm (downward) C. -6 m B -6 m- Figure 5 C 25 kN/m -6 m- D

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Determine the deflection at the free end of the cantilever beam. E = 250 GPa and I = 420 x 106 mm4 shown
in figure 5.
75 kN
a. 373.371 mm (downward)
b. 0.373 mm (downward)
37.337 mm (downward)
d. 3.733 mm (downward)
C.
A
-6 m
B
-6 m-
Figure 5
C
25 kN/m
-6 m-
D

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