If the flow changes from subcritical to supercritical, would form. A. Hydraulic jump B. Submerged flow C. Free flow D. None of the above

Utilice el método del trabajo virtual para determinar la deflexión horizontal en el punto A y la de flexión vertical en el punto B en el marco mostrado. I= .0005040 m^4 E=200 Gpa.

How do you calculate float?

bint Pr X y Term ProjectCx y SURP 816: Phy X E TEC 3739 Gro x M V Lab Example E Foundation HV x Phase 2 Repor X A asulearn.appstate.edu/mod/quiz/attempt.php?attempt=3358733&cmid%3D2173348 as learn A ULC C3739-101_MATERIALS AND STRUCTURES III (SPRING 2022) ard/ My courses / Spring 2022 / TEC3739101-12999202210 (SPRING 2022) / HOMEWORK / Foundation HW - Part III (Due date: 04/04/2 n1 Please round to the nearest One (i.e., 1). No Comma! The results of a plate-load test in a sand soil are shown below. The size of the plate is 0.275m x 0.275m. If a square column foundation (5m x 5m) that should carry a load of 5000kN, what is the estimated settlement of the ed out of foundation? Load/unit area Settlement Load/unit area (kN/m?) (KN/m?) (mm) 800 200 400 600 200 6 300 10 400 13 500 20 20 600 29 30 40 50 60 70 Answer = mm MacBook Air Settlement (mm)

(2) 10' 12' 11' ↓ Pu ↑ Pu H →Þ. 33' ↑ Pu H A992 W 14 x 82 PDL = 2 PLL What is PLL = ? GiveN = Ag = 24.0 in ² √x = 6.05" ry= 2.48