The bracket plate shown in figure Q.3. is subjected to an eccentrically applied load of 100 kN that causes moment and shear in the bolt group. Check the adequacy of the severely stressed bolt with respect to (a) Shear capacity of single bolt and (b) Bearing capacity to bear against 12 mm thick plate, considering threads are not in bearing
The bracket plate shown in figure Q.3. is subjected to an eccentrically applied load of 100 kN that causes moment and shear in the bolt group. Check the adequacy of the severely stressed bolt with respect to (a) Shear capacity of single bolt and (b) Bearing capacity to bear against 12 mm thick plate, considering threads are not in bearing
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question 3:
The bracket plate shown in figure Q.3. is subjected to an
100 kN
eccentrically applied load of 100 kN that causes moment
and shear in the bolt group. Check the adequacy of the
55
severely stressed bolt with respect to
85
(a) Shear capacity of single bolt and
十一中
85
All dimensions
(b) Bearing capacity to bear against 12 mm thick
plate, considering threads are not in bearing
are in mm
85
12 mm thick plate
area,
55
Figure Q.3.
when M24 bolts of bolt grade 5.6 are used with
S355JR grade plates.
110](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe0d4569a-14d6-4520-b946-04a93c26e7c9%2F413c757a-ad2f-4103-973e-af6d883127be%2Fykmg7me_processed.jpeg&w=3840&q=75)
Transcribed Image Text:230
Question 3:
The bracket plate shown in figure Q.3. is subjected to an
100 kN
eccentrically applied load of 100 kN that causes moment
and shear in the bolt group. Check the adequacy of the
55
severely stressed bolt with respect to
85
(a) Shear capacity of single bolt and
十一中
85
All dimensions
(b) Bearing capacity to bear against 12 mm thick
plate, considering threads are not in bearing
are in mm
85
12 mm thick plate
area,
55
Figure Q.3.
when M24 bolts of bolt grade 5.6 are used with
S355JR grade plates.
110
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