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The deflection at the end of a cantilever beam subjected to a load at the free end is. PL³ 8 = (wh³ 3E 12 The nominal design values for each of the parameters are: P: 98.6 L: 20.5 E: 200373 W: 1.21 h: 0.92 Given the following specification limits for deflection (8) Lower: 15.3 Upper: 20.7 and assuming all parameters are normally distributed, determine the specification limits for each of the parameters that result in a process capability of 1.33 for all parameters and for beam deflection. Also ensure that the variance contribution to beam deflection is equal for all input parameters. Assume beam deflection is lognormally distributed. Place the upper specification limit for parameter w in the answer box.
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