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LUCKY_DIMON [66]
3 years ago
11

Based on parameters such as the materials shear modulus, diameter of the wire, mean coil diameter, and number of active coils (a

ssume 8.75), determine the theoretical spring stiffness and displacement. Compare these values to the FEA results. For the shear stress, consider which component of stress is of interest. (Create a coordinate system to use as the reference for the calculation.) Again, be sure to include a percentage difference for comparison. You performed such calculations during your machine design course and must turn this in as a hand written Homework assignment.
Engineering
1 answer:
Anton [14]3 years ago
7 0

Answer:

its ok man

Explanation:

play a game gust relax your brain

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Just getting to your class is enough for showing up.<br> A) True<br> B) False
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4 years ago
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Two steel plates of 15 mm thickness each are clamped together with an M14 x 2 hexagonal head bolt, a nut, and one 14R metric pla
Blababa [14]

Answer:

a) 50 mm

b) 808.24 MN/m

Explanation:

Given:

Thickness of each steel plate = 15mm

a) To find suitable length of bolt, we'll use:

Length of bolt = grip length + height of nut

To find the grip length since there is a washer, we'll use:

Grip length = plate thickness + washer thickness

Since we have 2 plates of 15mm thickness,

Plate thickness = 15 + 15 = 30mm

Using the table, a metric plain washer has a thickness of 3.5mm

Grip length = 30 + 3.5 =33.5 mm

Height of nut: Using table A-31, height of hexagonal nut is 12.8 mm

Therefore,

Length of bolt = 33.5 + 12.8 = 46.3

Rounde up to the nearest 5mm, we'll get 50mm

Length of bolt = 50mm

b) Bolt stiffness:

Threaded length for L ≤ 125mm

LT = 2*d + 6

Where d = 14mm, from table(8-7)

= 2*14 + 6

= 34 mm

Area of unthreaded portion:

Ad= \frac{\pi}{4} d^2 = \frac{pi}{4} * 14^2 = 153.94 mm^2

Length of unthreaded portion in grip:

Ld = 50 - 34 = 16mm

Length of threaded portion in grip:

Lt = 33.5 - 16 = 17.5mm

Bolt stiffness = \frac{A_d A_t E}{A_d l_t + A_t l_d}

= \frac{153.94 * 115 * 207}{(153.94*17.5)+(115*16)} = 808.24

Bolt stiffness = 808.24 MN/m

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