
Q.4. Three pipes, each weighing 100lb are supported on the pipe rack as shown. Determine the...
Three pipes steadily deliver water to a large exit pipe as shown. The velocity at pipe 2, V3-6.00 m/s and the exit flow rate Q4=140 m/hr. If increasing Q, by 20% would increase Q4 by 10%, what is the value of V.? Take 1-3.14 D, -6 cm D-5 cm D-9 cm D-4 cm a) b) V1=5.00 m/s V =4.01 m/s Vi=6.01 m/s V =7.01 m/s c) d)
Load: q=100lb/in
BP1: Determine normal and transverse shear stress on a simply supported rectangular 5-ft beam with a cross-sectional height of 5" and beam depth of 1" at a point 4' from left and one inch from the top.
A circular pipe of area A splits into two pipes of area A/4 each at 60 degrees to the original flow direction. If the pressure in the upstream pipe is P and the discharge is Q, show that the pressure in each of the downstream pipes p is given by p=p-15p where p is the fluid density the force in the original flow direction required to hold the junction in (a) [14] (b) place is given by 2 [4] What...
roblem #3 ( In the Diagram below, a rigid pipe is loaded and supported as shown. Supports at A, B, & C are Spherical Ball Bearings (don't resist moments). Pipe is considered weightless. Solve for the Reacations at A, B and C 450 N 0.4 m 0.4 m Problem #4 Draw the Free Body Diagram with all forces and reactions shown. Point A is supported by a Spherical Ball Bearing. Point c is a Cable. Point D is a ball...
Q.1) A pin-connected two-bar frame supports a cylinder weighing 500 N as shown below. Determine the forces exerted on the cylinder by the contacting surfaces. Also, find the reactions at support A and C. 150 mm 300 mm 300 mm 225 mm175 mm
The simply supported beam shown in Figure 1 is pin-supported at A and roller-supported at D. la) Replace the distributed loads in Figure 1 by an equivalent resultant force and locate its location with respect to A. {2 + 3 marks 1b) Calculate the reactions at supports A and D. {2 marks 1c) Calculate the shear force and bending moment at point C. {4 marks) 15 kN/m 6 kN/m D B q 3.0 m 3.0 m 3.0 m Figure 1
Q. 4 The pipe assembly supports the vertical load shown. If the load has a weight of 200 lb. Joint A is a ball-and-socket support. Determine the tension in cables FE, CD and CD for equilibrium. (2 points) 2 ft 4 ft 21 D 3 ft B E 2 ft 2 ft 2 ft
4. Figure 2 shows two reservoirs which are connected by three pipes of different diameters. The length and diameter of each pipe are given in Table 1. The flow rate in the pipeline is 55 Ls. The entrance and exit from the pipes are sharp and the change between the pipelines in the cross sections is sudden. Assume the friction factor, /for the pipes as 0.01. (a) Analyse all the head losses which occur, giving an expression for each. (7...
A pipe network is given below (Figure 2). All pipes are 1 km long, and 500 mm in diameter, with friction factor of 0 018 Determine the following. a) The value of Q (3) b) The correct flows in each pipe (using the Hardy-cross method) after the (17) first iteration [Hint: Assume Qo for pipe AB 105 L/s] c) The pressure heads at each node if the pressure head at reservoir A is 80 m. The elevation of each node...
An angle bracket is loaded and supported as shown Fig. P6-40. Determine the reactions at supports A and B.