The system in Fig 2 pumps water from a lower reservoir to a higher reservoir. The pipe diameter is 0.255 m and the pipe lengths are L1= 3.5 m, L2= 4 m, L3= 5 m, and L4= 0.4 m. The impeller of the centrifugal pump has a diameter of 0.4 m and operates at 950 rpm. The uniform blade height is 58 mm. The water enters the pump parallel to the pump shaft with a flow rate of 0.135 m³/s. Take viscosity as 0.00112 N s/m².

2 2' 8570 PROBLEM 1 2720 770 3580 1500 2G2 2G1 || PC S2 1 2 The Figure on the right is a 2nd Floor Structural framing Plan showing slabs, beams, and columns. Slab Panels were labelled accordingly. 2G1 2G2 261 3 s2 2B 2CB1 S2 4 2800 Which among these slab panels act as ONE-WAY system? Which among these slab panels act as TWO-WAY system 2G1 2G1 2G1 6. 7 Show your solution in determining the slab classification. All || || measurements are in millimeters. 2G1 2G1 2G1 || 8 9. 10 || 2G1 2G1 2G1 E 2820 2850 2900 8570 1B 2ND FLOOR FRAMING PLAN S-1 S-1 SCALE 1:100 15850 3850 000 000 000 2G1 2G1 2G1 2G1 2G1A 2G1 2G1 ----- 2G1 2B1 2G1

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Define snow loads ?

Q3: A company awarded a contract to erect 124 electrical towers the table below shows the sequential operation also the estimated man-hours and optimum number of men/operation the hand over is 6 towers/weeks prepare a line of balance schedule assuming 5 working days/week and 8 hours/day, the minimum buffer time 3 day Activity Man-hour Q(Optimum ofmen/operation Description Excavation 55 64 4. Implementation foundation of reinforced concrete 145 8 Installing the Tower Cable arm fixing Insulator fixing 90 8. 25 Determine the completion date of the project Determine the completion date of the installing Towers Determine the percentage completion of the project when 83% of the electrical tower have been installed. ii- iii-

Can you solve number one    The question is not part of a graded assgiment.    The quesiton is part of a pratcie test that will not be graded.

why is column flotation can be very useful if floor space is at a premium

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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)