1. The triangular block shown in Fig. P-010 is subjected to the loads P = 1600 Ib and F = 600 lb. If AB = 8 in. and BC = 6 in., resolve each load into components normal and tangential to AC. %3D %3D %3D %3D Figure P-010 F = 600 lb A B. P = 1600 lb
1. The triangular block shown in Fig. P-010 is subjected to the loads P = 1600 Ib and F = 600 lb. If AB = 8 in. and BC = 6 in., resolve each load into components normal and tangential to AC. %3D %3D %3D %3D Figure P-010 F = 600 lb A B. P = 1600 lb
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:1. The triangular block shown in Fig. P-010 is
subjected to the loads P = 1600 lb and F = 600 lb.
If AB = 8 in. and BC = 6 in., resolve each load into
components normal and tangential to AC.
%3D
Figure P-010
F = 600 lb
A
В
P = 1600 lb
%3D
2. In Fig. P-226 assuming counterclockwise
moments as positive, compute the moment of
force F = 200 kg and force P = 165 kg about
points A, B, C, and D.
A
F
C
0.3 m
P
dmathalino,com
0.3 m
mathalino,cbm
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