Hi Everyone! I am trying to verify a beam-girder single plate connection: I don´t understand why RAM Connection considers this: I understand that it calculates the bolt group capacity as the product of one boly shear capacity by the coeficient…

Hi Am designing a shelter , if i apply temperature load in axial elongation i get abnormal values in reaction summary of bolts, please help me out how to settle this, is this the correct format i doubt where to apply the temperature load ? …

Why in the bolt Shear check the reduction factor Ksc is considered in the check which is only used in case of "Combined Tension and Shear in Bearing-Type Connections" and these bolts are only subject to SHEAR only? Appreciate your feedback.