Since the reaction force at point A is 8975 #, The reaction force at point H is 7625#, the stress force in member AB is 14262 # (C), and the stress force in member BC is 11083# (T); calculate the minimum steel bolt size for attachment at points A and H. Use a factor of safety of 1.5 and a fitting factor of 1.15
(See Attached picture of truss)
2. Since the reaction force at point A is 8975 #, The reaction force at point H is 7625#, the stress force in member AB is 14262 # (C), and the stress force in member BC is 11083# (T); calculate the minimum steel bolt size for attachment at points A and H. Use a factor of safety of 1.5 and a fitting factor of 1.15
Given Data:
The reaction force at point A is RA=8975 lbs.
The reaction force at point H is RH=7625 lbs.
The stress force in member AB is FAB=14262 lbs (Compression).
Since, the beam is symmetrical and load is even, the stress force in member FH is FFH=14262 lbs (Compression).
The stress force in member BC is FBC=-11083 lbs (Tension).
Since, the beam is symmetrical and load is even, the stress force in member FG is FFG=-11083 lbs (Tension).
Factor of safety is FS=1.5
Fitting Factor is FF=1.15
Consider the bolts of grade A307 Grade C.
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