
Concept explainers
Convert the systolic/diastolic of 115/85 mm of Hg into Pa, psi and

Answer to Problem 21P
The systolic pressure from 115
The diastolic pressure from 85
Explanation of Solution
Given data:
A systolic pressure is 115
A diastolic pressure is 85
Formula used:
Formula to determine the gauge pressure is,
Here,
g is the gravitational constant.
h is the height of the fluid column.
Calculation:
Case 1:
Conversion for 115 mm Hg to Pa:
Conversion for 115 mm Hg to psi:
1 mm of Hg is equal to 0.0193368 psi. Therefore,
Conversion for 115 mm Hg to inch of water:
Substitute
Reduce the equation as follows,
Converting the height of fluid column
Case 2:
Conversion for 85 mm Hg to Pa:
Conversion for 85 mm Hg to psi:
1 mm of Hg is equal to 0.0193368 psi. Therefore,
Conversion for 85 mm Hg to inch of water:
Substitute
Reduce the equation as follows,
Converting the height of fluid column
Conclusion:
Hence, the conversion for systolic/diastolic of 115/85 mm Hg is explained.
Want to see more full solutions like this?
Chapter 10 Solutions
Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
- 2. Find the moment of inertia and radius of gyration about the coordinate axes of a thin rectangular plate of constant density bounded by the lines x=3 and y = 3 in the first quadrant.arrow_forwardVehicle begin to arrive at a parking lot at 6:00 am at a rate of 8 per minute. No vehicles arrivefrom from 6:20 to 6:30 am. From 6:30 am on vehicle arrive at a rate of 2 veh/min. The parkinglot attendant processes incoming vehicles at a rate of 4 veh/min throughout day. AssumingD/D/1 queue, determine total vehicle delayarrow_forwardA cantilever beam 12 ft long supports a uniform service superimposed deadload of 1 kip/ft, and a concentrated service live load of 14 kip at the free end. Theconcrete compressive strength is 4 ksi, and the steel yield strength is 60 ksi. Thebeam section at the support is shown. Find the adequacy of the section inresisting bending moment at the support.arrow_forward
- u(t) (Uss) -1 a/w = 1.0 M 1 2 3 Tarrow_forwardplease helparrow_forwardPlease use MATLAB with codes and figures.Recreate the following four Figures of the textbook using MATLAB and the appropriate parameters. Comment on your observations for each Figure. List all of the parameters that you have used. The figures are attached belowarrow_forward
- A simply supported beam for a building interior with 18 ft span has a cross section of 12 in width and 21 in overall depth. The beam is made with 5 ksi compressive strength concrete and 60 ksi reinforcing steel. The beam supports a uniform service superimposed dead load of 1.6 kip/ft, and a uniform service live load of 80 psf throughout the span. The beams are laterally spaced 20 ft apart c/c. Design this beam and show in a sketch.arrow_forwardThe dam presented below is 180 m long (in the direction perpendicular to the plane of the cross-section). For the water elevations given on the drawing: a) Construct the flow net (minimum number of equipotential lines should be 10), b) Calculate the rate of seepage for the entire dam, c) Find the total uplift force on the dam (ignore barriers), and d) Estimate the hydraulic gradient at points A, B, and D. Recommended to use a spreadsheet to include all equations for calculations of potentials.arrow_forwardUsing A36 steel select the lightest equal leg single angle member to resist a factored (LRFD) tensile load Pu = 167 kips. The member will be connected through one leg with one line of three 3/4-in Ø bolts spaced at 3 in between centers as shown. The edge distances Leh = Lev = 1.5 in. Use LRFD Method Use U from Table D3.1, Case 8. See attached (D3.1 Case 8, Shear Strength of Bolts, Table 1-7 Dimensions of Angles).arrow_forward
- The system in Fig. consists of 1200 m of 5 cm cast-iron pipe e=0.26mm, two 45° and four 90° elbows, a globe valve, and a sharp exit into a reservoir. If the elevation at point 1 is 400 m, what gage pressure is required at point 1 to deliver 0.005 m3/s of water into the reservoir? U= 10-6m² 1 * sec -, K 45° elbows= 0.2, K 90° flanged = 0.2, K globe valve 10, K Sharp exit=1 G Elevation 500 m 45° Open globe 45° Sharp exitarrow_forward: The 6-cm-diameter pipe in Fig. contains glycerin [specific gravity 0.95], flowing at a rate of 6 m³/h. Verify that the flow is laminar. For the pressure measurements shown, is the flow up or down? What is the indicated head loss for these pressures? 3.7 atm B 2.1 atm 12 m Aarrow_forwardFind the discharge if K entrance =0.1, Kvalve-1, e=0.26mm, U= 1× 10-6m² ? sec 5 m Water at 20°C 6 cm D=5cm, L 2 m Open jet Butterfly valve DC 107 at 30°arrow_forward
- Engineering Fundamentals: An Introduction to Engi...Civil EngineeringISBN:9781305084766Author:Saeed MoaveniPublisher:Cengage LearningFundamentals Of Construction EstimatingCivil EngineeringISBN:9781337399395Author:Pratt, David J.Publisher:Cengage,

