1. The triangular block shown in the figure is subjected to loads P = 1600 kN and F = 600 kN. If AB = 8 cm and BC = 6 cm, resolve each load into components normal and tangential to AC.

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter14: Sheet-pile Walls
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Problem 14.11P
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statics of rigid bodies
1. The triangular block shown in the figure is
subjected to loads P = 1600 kN and F = 600 kN. If
AB = 8 cm and BC = 6 cm, resolve each load into
components normal and tangential to AC.
10
18
P=1600
C
6
F=600
Transcribed Image Text:1. The triangular block shown in the figure is subjected to loads P = 1600 kN and F = 600 kN. If AB = 8 cm and BC = 6 cm, resolve each load into components normal and tangential to AC. 10 18 P=1600 C 6 F=600
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