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Transcript Table

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Course Level Date Clip# Line Interlocutor Content
- - - 1 194 S01 to in order to make sure ⁎that the structure will stand⁎
- - - 1 195 S01 against the lot↘
- - - 1 196 UNK (.5)
- - - 1 197 S01 this number→ the code ⁎values is different based on the⁎
- - - 1 198 S01 ⁎different stresses→ differents members→ and uh: what's⁎
- - - 1 199 S01 ⁎the- I mean working with a code→ is uh: (.5) regar- I mean⁎
- - - 1 200 S01 is related to the other course↘ design course↘
- - - 1 201 UNK (.)
- - - 1 202 S01 so we take a different steel design course→ concrete design
- - - 1 203 S01 course→
- - - 1 204 UNK (.)
- - - 1 205 S01 so that will apply to that section↘
- - - 1 206 UNK (.)
- - - 1 207 S01 but before that→ the structural analysis→≈
- - - 1 208 T02 +≈ well actually we'll (.) cut you off there↘
- - - 1 209 T02 I think we've reached the ⁎time limit⁎↘≈
- - - 1 210 S01 +≈ ⌈oh↘
- - - 1 211 T02 ⌊right ⌈yep↘
- - - 1 212 T02 ⌊yup→
- - - 1 213 T02 ⌈so
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