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Please use MATLAB. Part B (Based off week 11 workshop content) An engineering company has ordered steel to be used for a rail construction proje

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aktion Siell Strength CMPa 19구 203 194 196 196 134 198 205 チ = 198-57148 mple Voriance (194-198.5귀43六(203-1985귀43)v-t (20S +廾a J)//.200 chon Reon The Sigconce Test Stoabistc 98.25-200 /Jh 3 #0183477 - -1 313 Dersion about nulf rgotesろ nce it込obser__-Fe s concluded that 4he naungku ther i t erugh eudooe to clai thal Tes Poalaton mean u d.efet en 200, ct The O- 5 Sign caSince The internal indudes The Value ao。ая, result oP The phypothesis test an The Magin CL=(98.25 ±t 二198.25 ± 2-132 x 3거7018

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