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Course Level Date Clip# Line Interlocutor Content
Oral Assessments Graduate 2019-08-22 3 173 S01 so we determine the (0.6) different stresses→ tensile and
Oral Assessments Graduate 2019-08-22 3 174 S01 compression for different members↘
Oral Assessments Graduate 2019-08-22 3 175 UNK (0.4)
Oral Assessments Graduate 2019-08-22 3 176 S01 so we have to do the same thing for columns↘ (.)
Oral Assessments Graduate 2019-08-22 3 177 S01 for the beams↘ for the bracing↘
Oral Assessments Graduate 2019-08-22 3 178 UNK (0.3)
Oral Assessments Graduate 2019-08-22 3 179 S01 so→ at the next step→ so eh ∆°I'm gonna can explain here↘°∆
Oral Assessments Graduate 2019-08-22 3 180 UNK (2.8)
Oral Assessments Graduate 2019-08-22 3 181 S01 sigma T and→
Oral Assessments Graduate 2019-08-22 3 182 UNK (14.6)
Oral Assessments Graduate 2019-08-22 3 183 S01 so the next step→ so we have to eh keep these stresses
Oral Assessments Graduate 2019-08-22 3 184 S01 as a internal resistant to the uh some ranges and limits↘
Oral Assessments Graduate 2019-08-22 3 185 UNK (0.3)
Oral Assessments Graduate 2019-08-22 3 186 S01 so this is- we call ☉now☉ we call it just code values↘
Oral Assessments Graduate 2019-08-22 3 187 S01 they are available in the civil engineering ∇standards∇→
Oral Assessments Graduate 2019-08-22 3 188 S01 or codes↘
Oral Assessments Graduate 2019-08-22 3 189 S01 so for example→ (.) eh: we have a concrete (.) beam that's
Oral Assessments Graduate 2019-08-22 3 190 S01 uh exposed to the beam- for ex- in the tensile stress↘
Oral Assessments Graduate 2019-08-22 3 191 S01 if you check the (.) codes→ so it says that the (.) tensile
Oral Assessments Graduate 2019-08-22 3 192 S01 stress should be less than twenty-five megapascal↘
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