Transcript Table

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Results of Search: 176,291 lines — Showing 170641 - 170660.
Course Level Date Clip# Line Interlocutor Content
- - - 1 174 UNK (.4)
- - - 1 175 S01 so we have to do the same thing ⁎for columns⁎↘ (.)
- - - 1 176 S01 ⁎for the beams⁎↘ ⁎for the bracing⁎↘
- - - 1 177 UNK (.3)
- - - 1 178 S01 so→ at the next step→ so eh ∆°I'm gonna explain it here↘°∆
- - - 1 179 UNK (2.8)
- - - 1 180 S01 sigma T and→
- - - 1 181 UNK (14.6)
- - - 1 182 S01 so the next step→ so we have to eh keep these stresses
- - - 1 183 S01 ⁎as a internal resistant to the uh ⁇sum⁇ ranges and limits⁎↘
- - - 1 184 UNK (.3)
- - - 1 185 S01 so this is- we call ☉now☉ we call it ⁎just call the values⁎↘
- - - 1 186 S01 they are available in the civil engineering ∇standards∇→
- - - 1 187 S01 or codes↘
- - - 1 188 S01 so for example→ (.) eh: we have a concrete (.) beam that's
- - - 1 189 S01 uh exposed to the beam- for ex- in the tensile stress↘
- - - 1 190 S01 if you check the (.) codes→ so it says that the (.) tensile
- - - 1 191 S01 stress should be less than twenty-five megapascal↘
- - - 1 192 UNK (.6)
- - - 1 193 S01 so we have to always be in these in these limits in order