A 12 kN/m -4 m- B -4 m- 4 m- 12 kN/m D
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SOLVE THE INDETERMINATE STRUCTURE USING THE MOMENT DISTRIBUTION METHOD AND SHOW A COMPLETE SOLUTION.
Determine the moments at B and C, then draw the moment diagram for the beam. All connections are pins. Assume the horizontal reactions are zero. EI is constant.
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- Solve the F2-7 QuestionA 300mm x 300mm pipe discharges 600 L/s of water where the length is 30m. Determine the head loss if f = 0.021 hf = 83.412m hf = 72.126m hf = 86.246m No answer among the choices hf = 68.921m hf = 77.093mA water flow rate of 10 lt/s with a maximum ΔP = 8400 Pa pressure loss (PA-PB) per 30 m horizontal lengthFind the minimum acceptable diameter of a steel pipe with ε = 0.005 cm to ensure its transmission (γsu = 9810N/m3, νsu = 1*10-6 m2nd/s) (Diameters of steel pipes produced: D=3.125 cm, 3.75 cm, 4.375 cm, 5.0 cm, 5.625 cm, 6.25 cm, 6.875 cm, 7.5 cm, 8.75cm and 10 cm)
- The 700-N flat-bottom container in is 700 mm wide and 900 mm long. Determine the depth the container will float in the water(a) when it carries the 200-N steel block, and(b) when the block is suspended directly beneath the container,Take Yst = 77.0 kN/m3.H1= 12m and H2= 2mCalculate head loss and head available at red, blue, green, purple and orange pointsA cantilever beam six feet tall with E = 29,000 ksi and I = 69.2 in4 supports an effectivestructural dead load of 5,200 lb. If the top is subjected to an explosion whose equivalentload can be modeled as a rectangular pulse with a finite rise time of 20 kips witha totalduration of 0.7 sec and rise time of 0.5 sec, determine the response at t = 0.5 sec, t= 0.7 sec, and t = 1.0 sec.
- Fluid mechanics , i need solutions in 15 minutes please. MCQ/If the shape of the gate is square with the dimensions of 3 mx 3 m, determine the magnitude of the force acting on the gate due to oil pressure . A-210.254 KN B-570.896 KN C-280.988 KN D- 623.224 KN E- 456.037 kN F-828.093 KN G- 348.581 KN H-710.226 KN I-694.447 KN J- 777.001 KNTwo pipes with C1 = 110, connected in series, discharge 3.65 ft3/s with a loss of head of 25 ft. Each pipe has a length of 1000 ft. If one pipe has a diameter of 16 inches, compute: diameter of the other pipe. Neglect minor losses.SHOW SOlution Ans. F= 733.16kN 1.844m from the bottom of the tank parallel to the gate