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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
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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