In case of bolted connection length of tie plate considered is s+2b whereas in welded connection length of tie plate considered is s+2g why the difference?
To calculate the number of bolts required we need strength of bolt in bearing for that we have to calculate Kb, and for calculating kb we have to calculate pitch p. As in earlier stage we don't know how many bolt will be required. As the strength of bolt will be the least of strength in shearing and bearing.
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In case of bolted connection length of tie plate considered is s+2b whereas in welded connection length of tie plate considered is s+2g why the difference?
@23:29 If we have to provide 2 bolts, how can they be arranged within the overlapped portion of strips while maintaining p and e distances?
We do not prefer to increase the number of bolts in lacing, but we will increase the diameter of the bolt if necessary.
@23:28 bolt value should be 74.294
Yup
No worrie..result are same though..1 bolts
Yes... sir remembered the single shear value.. it should be 74.294
@15:32 If there is only one bolt then what is the significance of pitch p?
i am thinking also sir ...i am very poor bitech student ... total confused sometime in lecture ....
To calculate the number of bolts required we need strength of bolt in bearing for that we have to calculate Kb, and for calculating kb we have to calculate pitch p.
As in earlier stage we don't know how many bolt will be required. As the strength of bolt will be the least of strength in shearing and bearing.
@@sbchannel2268 you had gone so far watching these nptel videos and you call yourself poor. Why?
@@shivamsharanlall672 hey are you preparing for ESE ?
@@9888565407 no