The beam supports the triangular distributed load shown below with wmax = 510 lb/ft. The reactions at A and B are vertical. Part A Determine the resultant internal loadings on the cross section at point C'. Express your answers, separated by commas, to three significant figures. 15. ΑΣΦ 41 | vec Nc=, Vc , Mc = 0,0.892,21.930 Submit Previous Answers Request Answer Incorrect: Try Again: 4 attempts remaining www ? A 6 ft 6 ft kip, kip, kip-ft -6 ft W max IB E 4.5 ft 4.5 ft
The beam supports the triangular distributed load shown below with wmax = 510 lb/ft. The reactions at A and B are vertical. Part A Determine the resultant internal loadings on the cross section at point C'. Express your answers, separated by commas, to three significant figures. 15. ΑΣΦ 41 | vec Nc=, Vc , Mc = 0,0.892,21.930 Submit Previous Answers Request Answer Incorrect: Try Again: 4 attempts remaining www ? A 6 ft 6 ft kip, kip, kip-ft -6 ft W max IB E 4.5 ft 4.5 ft
Related questions
Question
Transcribed Image Text:The beam supports the triangular distributed load shown below with wmax = 510 lb/ft. The reactions at A and B are vertical.
Part A
Determine the resultant internal loadings on the cross section at point C'.
Express your answers, separated by commas, to three significant figures.
195| ΑΣΦ
Nc=, Vc , Mc = 0,0.892,21.930
Submit Previous Answers Request Answer
vec
X Incorrect; Try Again; 4 attempts remaining
www
?
A
6 ft
6 ft
kip, kip, kip-ft
-6 ft
W
max
IB
E
4.5 ft 4.5 ft
Expert Solution
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
This is a popular solution!
Trending now
This is a popular solution!
Step by step
Solved in 2 steps with 2 images
