7) Circle the general shape of the bending moment diagram for the cantilever beam loaded as shown, neglecting the beam weight 10 kips (10 kN) 8ft (8 m) B.
7) Circle the general shape of the bending moment diagram for the cantilever beam loaded as shown, neglecting the beam weight 10 kips (10 kN) 8ft (8 m) B.
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Transcribed Image Text:7) Circle the general shape of the bending moment diagram for the cantilever beam loaded as
shown, neglecting the beam weight.
|10 kips (10 kN)
8 ft (0 m)
B.
8) A simply supported beam-carries a concentrated load of 7,000 lbf as shown, neglecting the
weight of the beam. Circle the approximate support reactions (RA and Re) of the beam.
7000 Ibf,
8 ft
4 f
A 23 Ibf and 47 Ibf
B. - 2000 Ibf and 5000 Ibf
C. 2300 lbf and 4700 lbf
D. 3500 lbf and 3500 Ibi
C.
Transcribed Image Text:5) Circle the shape of the shear diagran for the simple beam loaded as shown, neglecting the
beam weight.
tips 7 kN) 17 kips (7 N)
(3 m)
(4 ml
3 m)
C.
D.
6) Find the reaction of R, for the beam, if R2 equals 10,929 Ibf.
R =
2500 Ibf
7000
500 pit
14
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