(a)
To compute:
The elastic modulus of the following polymer from the graph that is present in the Tensile test module of Virtual Material science and engineering (VMSE) and compare those values with the value present in Table 15.1.
- High-density polyethylene (HDPE)
(b)
To compute:
The elastic modulus of the following polymers from the graph that is present in the Tensile test module of Virtual Material science and engineering (VMSE) and compare those values with the value present in Table 15.1.
- Nylon
(c)
To compute:
The elastic modulus of the following polymer from the graph that is present in the Tensile test module of Virtual Material science and engineering (VMSE) and compare those values with the value present in Table 15.1.
- Phenol-formaldehyde
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Chapter 15 Solutions
MATERIALS SCIENCE AND ENGINEERING: INTRO
- Provide a real-world usage example of the following: Straightness Circularity Parallelism What specific tools, jigs, and other devices are used to control the examples you provided?arrow_forward856 Theory of Machines 5. A shaft carries five masses A, B, C, D and E which revolve at the same radius in planes which are equidistant from one another. The magnitude of the masses in planes A, C and D are 50 kg, 40 kg and 80 kg respectively. The angle between A and C is 90° and that between C and D is 135° Determine the magnitude of the masses in planes B and E and their positions to put the shaft in complete rotating balance. [Ans. 12 kg, 15 kg; 130° and 24° from mass A in anticlockwise direction]arrow_forwardProblems: 1. For a function with prototype long decode2(long x, long y, long z gcc generates the following assembly code: decode2: mox %rdi, %гax suba %rdx, %rax move %rax, %rdx imula %rax, %rdi sala $63,%rdx sarg $63, %rdx xora %rdx, %rdi leaq (%rdi,%rsi), %rax ret Parameters x, y, and z are passed in registers %rdi, %rsi, and %rdx. The code stores the return value in register %rax Reverse-engineer decode2. (In other words, write C code for decode2 that will have an effect equivalent to the assembly code shown.)arrow_forward
- 2. 3. 4. clockwise from Four masses A, B, C and D revolve at equal radii and are equally spaced along a shaft. The mass B is 7 kg and the radii of C and D make angles of 90° and 240° respectively with the radius of B. Find the magnitude of the masses A, C and D and the angular position of A so that the system may be completely balanced. [Ans. 5 kg: 6 kg; 4.67 kg; 205° from mass B in anticlockwise direction] A rotating shaft carries four masses A, B, C and D which are radially attached to it. The mass centres are 30 mm, 38 mm, 40 mm and 35 mm respectively from the axis of rotation. The masses A, C and D are 7.5 kg. 5 kg and 4 kg respectively. The axial distances between the planes of rotation of A and B is 400 mm and between B and C is 500 mm. The masses A and C are at right angles to each other. Find for a complete balance, 1. the angles between the masses B and D from mass A, 2. the axial distance between the planes of rotation of C and D. 3. the magnitude of mass B. [Ans. 162.5%,…arrow_forwardFor the tower shown in Figure (2), check the suitability of the proposed piled foundation with the following infiormation: (minimum safety factor against failure is (2). (neglect the group action), (V - 2250 kN, including pile cap weight) and (M 4500 kN.m), the pile group consists of one central the distributed and eight piles circumference of a (6 m) diameter circle ( 45 ) degrees appart}. pile on = 1 m 8 m diameter cap 20 m Figure (2) 10 m M 0.5 m diameter bored pile -30 kPa. y= 19 kN/m² Gs-2,7 Sand Clayarrow_forwardA group of nine piles, 12 m long and 250 mm in diameter, is to be arrenged in a square form in clay soil with an average unconfined compressive strength of 60 kN/m². Work out the center to center spacing of the piles for a group effeciency factor of 1. Neglect bearing at the tip of the piles.arrow_forward
- 1. Four masses A, B, C and D are attached to a shaft and revolve in the same plane. The masses are 12 kg. 10 kg. 18 kg and 15 kg respectively and their radii of rotations are 40 mm, 50 mm, 60 mm and 30 mm. The angular position of the masses B, C and D are 60°, 135° and 270 from the mass A. Find the magnitude and position of the balancing mass at a radius of 100 mm. [Ans. 7.56 kg: 87 clockwise from A]arrow_forwardDetermine the allowable pile load capacity of the 40 cm diameter driven concrete pile shown in the Figure (1). W.T. Figure (1) K=1 6=0.750 3 m 6 m K = 2 6=0.750 5 m Loose sand Y₁ = 16 kN/m², '= 30° Soft clay Year = 18 kN/m, 2 C= 15 kN/m² Dense sand Ysat = 20 kN/m², -40°arrow_forward3. The structure in Figure 3 is loaded by a horizontal force P = 2.4 kN at C. The roller at E is frictionless. Find the axial force N, the shear force V and the bending moment M at a section just above the pin B in the member ABC and illustrate their directions on a sketch of the segment AB. B P D A 65° 65° E all dimensions in meters Figure 3arrow_forward
- = The allowable working load on a prestressed concrete pile 21-m long that has been driven 356 mm (see Table 9.3a). into sand is 502 kN. The pile is octagonal in shape with D Skin resistance carries 350 kN of the allowable load, and point bearing carries the rest. Use E, = 21 x 10° kN/m², E, = 25 x 103 kN/m², p, 0.35, and = 0.62. Determine the settlement of the pile. ==arrow_forwardH.W.5: A beam section is limited to a width of 300 mm, and total depth h=500 mm, and has to resist a factored moment 405 kN.m.Calculate the required reinforcement, given f'c=28 MPa, fy=420 MPa. (As=6425mm, As'=2425 mm Ans)arrow_forwardH.W.1: A rectangular beam has a width of 300 mm, and effective depth d=570 mm to centroid of tension steel bars. Tension steel reinforcement consist of 6628mm in two rows, compression reinforcement of 2022mm. Calculate the design moment strength of the beam, where f'c=28 MPa, fy=420 MPa. (Mu=822 kN.m Ans)arrow_forward
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