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Course Level Date Clip# Line Interlocutor Content
Oral Assessments Graduate 2019-08-22 3 93 UNK (1.3)
Oral Assessments Graduate 2019-08-22 3 94 S01 so imagine we have a a f- a member→ for example a beam↘
Oral Assessments Graduate 2019-08-22 3 95 S01 so this is a simple→ (1.9) beam→ that it can be made from
Oral Assessments Graduate 2019-08-22 3 96 S01 uh steel→ or concrete→ or wood↘ so regardless of the material↗
Oral Assessments Graduate 2019-08-22 3 97 S01 we expose→ (.)equal→ (4.4) so if we expose equal forces→ (.)
Oral Assessments Graduate 2019-08-22 3 98 S01 and then this is the °length of the beam→ for example f°↘
Oral Assessments Graduate 2019-08-22 3 99 S01 so we- uh- we- uh→ there are two equal forces at the two ends↘
Oral Assessments Graduate 2019-08-22 3 100 S01 and they are equals↘ and they are normal to ∇the∇ cross
Oral Assessments Graduate 2019-08-22 3 101 S01 section of the beam↘ and it's uh ⁇pulls⁇ the section↘
Oral Assessments Graduate 2019-08-22 3 102 UNK (.)
Oral Assessments Graduate 2019-08-22 3 103 S01 so the ↑stress→ which is represented with a (.) sigma→
Oral Assessments Graduate 2019-08-22 3 104 S01 and because it's a tensile stress→ we call it sigma t↘ it's
Oral Assessments Graduate 2019-08-22 3 105 S01 equal to acting force divided by ⁎cross sectional area⁎↘
Oral Assessments Graduate 2019-08-22 3 106 S01 so what is the cross section area↗ ⁎if we→ um:⁎↘
Oral Assessments Graduate 2019-08-22 3 107 S01 °don't have another color°↘ but if you (.) ⁎uh⁎ (1.9)
Oral Assessments Graduate 2019-08-22 3 108 S01 do a section here↘ create a section A↘ (.) A↘ and see the:
Oral Assessments Graduate 2019-08-22 3 109 S01 inside the member as a beam→ (.) so→ ∆because it's a-∆
Oral Assessments Graduate 2019-08-22 3 110 S01 we assume it's a→ (.) it's can be any sh- shape↘
Oral Assessments Graduate 2019-08-22 3 111 S01 but for example it's a concrete beam↘ so you have the
Oral Assessments Graduate 2019-08-22 3 112 S01 height→ (.) and the base↘
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