P8.29. Compute the horizontal and vertical components of the deflection at C in Figure P8.29. E = 200 GPa, A = 25 × 10³ mm², and I = 240 x 106 mmª. 4 20 KN
P8.29. Compute the horizontal and vertical components of the deflection at C in Figure P8.29. E = 200 GPa, A = 25 × 10³ mm², and I = 240 x 106 mmª. 4 20 KN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Use virtual work method

Transcribed Image Text:P8.29. Compute the horizontal and vertical components
of the deflection at C in Figure P8.29. E = 200 GPa, A =
25 × 10³ mm², and I 240 × 106 mm¹.
=
w = 6 kN/m
B
-3 m
P8.29
20 KN
C
5 m
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