For the truss shown in Fig. P-4-4.15. determine independently the forces in bars BD, CD, CE and EF (use method of section) 44.15. For the truss shown in Fig. P-4-4.15, determine independentlythe forces in bars BD, CD, CE, and EF.Hint: To find EF independently, dot a force summation with a unitvector perpendicular to EG.BD = 896 lb C; CD =CE = 750 lb T; EF112 lb T;283 lb T%3DAns%3D +414. Determine the force in members DF, DG, and EG for theParker truss shown in Fig. P-4-4.13.YSIS OF STRUCTURES600 lb27600 lb600 lbBo3012C.GFigure P-4-4.15DE - 10

Answered: 4414. Determine the force in members…

4414. Determine the force in members DF, DG, and EG for the Parker truss shown in Fig. P-4-4.13. YSIS OF STRUCTURES 600 lb D. 600 lb 600 lb 27 a. F Bo 30 C. A Figure P-4-4.15 DE

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

For the truss shown in Fig. P-4-4.15. determine independently the forces in bars BD, CD, CE and EF (use method of section)

44.15. For the truss shown in Fig. P-4-4.15, determine independently
the forces in bars BD, CD, CE, and EF.
Hint: To find EF independently, dot a force summation with a unit
vector perpendicular to EG.
BD = 896 lb C; CD =
CE = 750 lb T; EF
112 lb T;
283 lb T
%3D
Ans
%3D

+414. Determine the force in members DF, DG, and EG for the
Parker truss shown in Fig. P-4-4.13.
YSIS OF STRUCTURES
600 lb
27
600 lb
600 lb
Bo
30
12
C.
G
Figure P-4-4.15
DE - 10

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