! Required information For the beam and loading shown, consider section n-n. Given: P= 12 kips....

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! Required information For the beam and loading shown, consider section n-n. Given: P= 12 kips. P 20 kips р 0.6 in -10 in 1 f

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Answer 1

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12 Kipp 2okies 12 kips B А (8%), EH=O (RA)*=0 EV=O → (RA),+Ro=20+12 +12 (RA),+(Ro)=44 RB (RA) + 0.6in II ΣΜΑ=0 > 12(2) +2014) Shear load at cross section non 22 kips Moment of Inertia about N-A Ina = (0-375)(43* + 2(10(0-6)*+ 10(0-6)X(4.77] 12 INA = 2

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