(c) Select the diameter of the bolts at C and 80 MPa. The bolt at B is B if Tallow %3D double sheared and at C it is single sheared.
(c) Select the diameter of the bolts at C and 80 MPa. The bolt at B is B if Tallow %3D double sheared and at C it is single sheared.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
ı want just c)
![Question Two
A rigid beam BC is supported by the cable
AB as shown in the figure. The stress-strain
diagram for the cable material is the attached.
(a) Select a diameter for the cable such that it
does not yield under the applied load,
consider using a factor of safety (F.S.).
(b) What would be the tilting angle of the
beam for your design?
(c) Select the diameter of the bolts at C and
B if tallow
double sheared and at C it is single
...
60°
1.2 m
3.4 kN/m
B
80 MPa. The bolt at B is
%3|
2.7 m
sheared.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe13fd790-7e44-4547-99e4-82596102d149%2Fbccfceb2-a1b4-47ff-88d7-4188267f020a%2Fxmb8l5_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Question Two
A rigid beam BC is supported by the cable
AB as shown in the figure. The stress-strain
diagram for the cable material is the attached.
(a) Select a diameter for the cable such that it
does not yield under the applied load,
consider using a factor of safety (F.S.).
(b) What would be the tilting angle of the
beam for your design?
(c) Select the diameter of the bolts at C and
B if tallow
double sheared and at C it is single
...
60°
1.2 m
3.4 kN/m
B
80 MPa. The bolt at B is
%3|
2.7 m
sheared.
![σ (MPa)
600
...
500
400
300
200
100
E(mm/mm)
0.04 0.08 012 0.16 0.20 0.24 0.28
0 0005 0.0010.0015 0.002 0.0025 0.003 0.0035](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe13fd790-7e44-4547-99e4-82596102d149%2Fbccfceb2-a1b4-47ff-88d7-4188267f020a%2F5z40lk_processed.jpeg&w=3840&q=75)
Transcribed Image Text:σ (MPa)
600
...
500
400
300
200
100
E(mm/mm)
0.04 0.08 012 0.16 0.20 0.24 0.28
0 0005 0.0010.0015 0.002 0.0025 0.003 0.0035
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