
(a)
Write the values of modulus of resilience and modulus of toughness for titanium.
The range of modulus of resilience for titanium is
The range of modulus of toughness for titanium is
(a)

Explanation of Solution
Refer Table 17.4 “The strength of Selected Materials” in the textbook.
The range for Yield strength of titanium alloys
The range for Ultimate strength of titanium alloy
Refer Table 17.2 “Modulus of Elasticity and Shear Modulus of Selected Materials” in the textbook.
The modulus of elasticity of titanium alloy is
The elongation of titanium alloy is 23%.
Find the range of modulus of resilience
Substitute the minimum and maximum values;
Therefore, the range of modulus of resilience is
Find the range of modulus of toughness
Substitute minimum and maximum values;
Therefore, the range of modulus of toughness is
(b)
Write the values of modulus of resilience and modulus of toughness for steel.
The range of modulus of resilience for steel is
The range of modulus of toughness for steel is
(b)

Explanation of Solution
Refer Table 17.4 “The strength of Selected Materials” in the textbook.
The range for Yield strength of steel
The range for Ultimate strength of steel
Refer Table 17.2 “Modulus of Elasticity and Shear Modulus of Selected Materials” in the textbook.
The range for modulus of elasticity of steel (E) is
The elongation of steel is 15%.
Modulus of resilience:
Substitute the minimum and maximum values in Equation (1).
Therefore, the range of modulus of resilience is
Modulus of toughness;
Substitute minimum and maximum values in Equation (2);
Therefore, the range of modulus of toughness is
Want to see more full solutions like this?
Chapter 17 Solutions
ENGINEERING FUNDAMENTALS
- 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
- What level (h) must be maintained in Fig to deliver a flow rate of Q=0.425L/sec in commercial-steel pipe e=0.1mm, U= 1 * 10-6m²/sec? Water at 20°C h L=24m D=120mmarrow_forward17-24. Design a water distribution system for the Village of Waffle (Figure P-17-24). The specific de- sign requirements of the client are as follows: 128 m Figure P-17-24 Village of Waffle. -120 m 120 m Open in new tab 00 N ☐ Pancake Road D Apartments ☐ DD. D ☐ 128 m Coffee Creek DODQ00000 Eggs Road State Road 00000 ㅁㅁㅁㅁㅁㅁ Syrup River _128 m 136 m 120 m ㅁㅁㅁ Syrup River 112 m 104 m 100-Year flood -112 m 120 m- 128 m Water tower Grd El 137 m 100 m Share a. Fire protection to be provided by the water distribution system. b. Minimum water pressure at top of apartment building is to be 240 kPa. c. Maximum system pressure is to be 550 kPa. The following assumptions may be used in the design: a. Each of the four apartment buildings is occupied by 50 residents. Each apartment building is four stories high. Each story is 3 m high. b. Each house is occupied by three residents. c. Average daily demand for the village is 500 Lpcd. d. Peaking factor is 6.2 for peak hour demand. e. Needed fire flow…arrow_forwardTwo group of students are collecting traffic data at the two sections A and B 200 meters apartalong a highway. Group A shows that 5 vehicles pass those sections at interval of 8, 9, 10, 11and 13 sections respectively. If the speeds of the vehicles were 80, 72, 64, 56 and 48 kmph.Compute : (i) the time mean speed (ii) space mean speed, and (b)what will be the averagedensity of the above traffic streamarrow_forward
- Engineering Fundamentals: An Introduction to Engi...Civil EngineeringISBN:9781305084766Author:Saeed MoaveniPublisher:Cengage LearningMaterials Science And Engineering PropertiesCivil EngineeringISBN:9781111988609Author:Charles GilmorePublisher:Cengage LearningConstruction Materials, Methods and Techniques (M...Civil EngineeringISBN:9781305086272Author:William P. Spence, Eva KultermannPublisher:Cengage Learning
- Solid Waste EngineeringCivil EngineeringISBN:9781305635203Author:Worrell, William A.Publisher:Cengage Learning,Steel Design (Activate Learning with these NEW ti...Civil EngineeringISBN:9781337094740Author:Segui, William T.Publisher:Cengage Learning




