19 dia., M6x1.0 thds., 45 Lg., 40 Lbs Comp. Load, 6 Lbs. Shear load, Metric Double End Male/Male Natural Rubber Vibration Mount (1 Each)

okay all right so let's do and we've already kind of done some sheer problems okay so we've got this one this lap joint it's connected together using 1.25 diameter bolt if bolt is made from a material having a stress strain diagram that is parked native as shown determine the shear strain developed in the shear plane well when P is equal to 75 Kip's alright so if this is 75 kits and y'all do know that a kit is a thousand pound ones all right ksi skips per square inch psi is pounds per square inch they're off by a factor of a thousand but so if P is 75 determined the permanent shear strain when I'm sorry two separate problems first term is your strain development piece ecosystems five then we're gonna figure out what happens when P is equal to 150 all right so when P is equal to 75 where is that on this stress-strain diagram it is not it's not at 75 this right here is the stress okay so