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How do you Prove that a connection is suitable for the load given in a shear...

How do you Prove that a connection is suitable for the load given in a shear connection?
Engineering   Civil-Engineering   
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Answer #1

awhere

S is size of weld

K angle factor

leff is effective legth of weld

fy yield strenth of weld

so design load should be less then shear strenth of connection for suitability

and also design should be minimum ( Shear strenth , bearing strength , tensile strenth capacities)

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