Fixed end A F1 (kips) 01 (°) L1 (ft) B w1 (lb/ft) 10 ft - L1 (ft) Fig. 1. Cantilever Beam M1 (ft-kips)
Fixed end A F1 (kips) 01 (°) L1 (ft) B w1 (lb/ft) 10 ft - L1 (ft) Fig. 1. Cantilever Beam M1 (ft-kips)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Using the data on the for problem 1: Please answer the following question in the picture make sure to draw a free-body diagram and show every step you make.
- Solve for unknown reactions and redraw the FBD showing the values of reaction forces. Note that if the reaction force/moment is negative, that means that the force/moment is opposite to the arbitrary direction chosen in 2.
THANK YOU SO MUCH FOR YOUR HELP!

Transcribed Image Text:Problem
1
2
Table 1. Values for calculations
L
F
(ft)
(kips)
2
6
14
13
Ꮎ
()
30
45
M
(ft-kips)
2
7
W
(lb/ft)
400
800

Transcribed Image Text:Fixed end
A
F1 (kips)
01 (*)
L1 (ft)
B
w1 (lb/ft)
10 ft - L1 (ft)
Fig. 1. Cantilever Beam
C
M1 (ft-kips)
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