The internal force and nature of member BG a. 5,062 lbs tension b. 5,062 lbs compression c. 866 lbs tension d. 866 lbs compression The internal force and nature of member BC a.1,062 lbs tension b. 1,062 lbs compression c. 6,500 lbs compression d. 6,500 lbs compression The internal force and nature of member CG a. 3,175 lbs tension b. 3,175 compression c. 5,175 lbs tension d. 5,175 lbs compression
The internal force and nature of member BG a. 5,062 lbs tension b. 5,062 lbs compression c. 866 lbs tension d. 866 lbs compression The internal force and nature of member BC a.1,062 lbs tension b. 1,062 lbs compression c. 6,500 lbs compression d. 6,500 lbs compression The internal force and nature of member CG a. 3,175 lbs tension b. 3,175 compression c. 5,175 lbs tension d. 5,175 lbs compression
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The internal force and nature of member BG
a. 5,062 lbs tension
b. 5,062 lbs compression
c. 866 lbs tension
d. 866 lbs compression
The internal force and nature of member BC
a.1,062 lbs tension
b. 1,062 lbs compression
c. 6,500 lbs compression
d. 6,500 lbs compression
The internal force and nature of member CG
a. 3,175 lbs tension
b. 3,175 compression
c. 5,175 lbs tension
d. 5,175 lbs compression
Transcribed Image Text:500 lb
30°
1000 lb
B
60
1000 lb
60°
2000 lb
60%
1000 lb
60°
F
2000 lb
30⁰
500 lb
E
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