B 5m 7:29 90 < 3 14 2 ft 个 8 ft Ill 25% WA = 1500 N/m ☑ Q : WB = 4500 N/m A L = 6m B 120 lb/ft B 20 kN A |-25m B 40 kN C +2.5m3 5m-|-3 m | +2 m² | D 600 lb/f D A 6 kN/m = ||| 6 m 4 m 1 kip ㅈ 4 kips C 1 kip 3/5 6.4 ft 2 kN/m B

00 350. 6028mm 2.) 1-400 00 5025mm 00000 775 75 600 700 fc' = 27 MPa M₁ = 60 KN M M₂ = 200 KN M Compute WSD! fc' = 30 MPa M₁ = 40 KN M 1 M₂ = 500 KN M Compute WSD!

T=10.38 kNm