View Factor Orientation (or View factor or shape factor) plays an important role in radiation heat transfer. View factor is defined as, "fraction of radiation leaving surface 'i' and strike 'j' ". Summation Rule (View Factor) If there is are similar surfaces 'i' and 'j' , then: Blackbody Radiation Exchange Radiation Exchange between Opaque, Diffuse, Gray surfaces in an Enclosure 1. Opaque 2. Surfaces 3. Two surface enclosure Radiation Shield It is used to protect surfaces from radiation act like a reflective surface. References: Material from Class Lectures + Book named Fundamentals of Heat and Mass Transfer by Theodore L. Bergman + My knowledge. Photoshoped pics are developed. Some pics and GIF from Google. Videos from YouTube ( Engineering Sights ).
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Dimensioning
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Types Of Lines And Its Uses:
There are three types of types on the basis of thickness and they are:
Visible Lines ↝ It represents features that can be seen in the current view.
Hidden Lines ↝ It represents features that cannot be seen in the current view.
Center Line ↝ It representssymmetry, path of motion, centers of circles,, axis of asymmetrical parts.
Dimension and Extension Lines ↝ It indicates the sizes and location of features on a drawing.
Placement Of Dimension Lines:
Dimension should be outside the view.
Dimension should be applied to one view.
Dimension should be placed in a view that shows the distance in its true length.
Dimension lines should be placed, in general 10 mm (1/2 in) away from the outlines from the view.
Parallel lines should be placed uniformly.
Values should be midway (auto centered) between the arrow heads, except when a center-line interferes.
Dimensions arranged in continuous form are preferred upon readability.
Place a longer dimension line outside a shorter one.
Dimensions should never be crowded.
Angular dimension should be outside the view.
Dimension Text should be in between the dimension lines or to the right of dimension lines.
Dimension lines has a minimum spacing of 4 mm.
If a view is very small then an arrow head used to show the dimension of lines. These arrow heads are filled or closed or opened.
If arrow head comes in between the dimension line, then it break the previous dimension line.
TAPING CORRECTIONS There are two types of corrections depending upon the type of errors in tape due to the different conditions. 1. Systematic Errors : Slope Erroneous tape length Temperature Tension Sag 2. Random Errors : Slope Alignment Marking & Plumbing Temperature Tension & Sag 1. Temperature Correction It is necessary to apply this correction, since the length of a tape is increased as its temperature is raised, and consequently, the measured distance is too small. It is given by the formula, C t = 𝛼 (T m – T o )L Where, C t = the correction for temperature, in m. 𝛼 = the coefficient of thermal expansion. T m = the mean temperature during measurement. T o = the tempe...
Assembly Drawings: It is drawing of machine with all of its components located and identified. Ballooning: In Assembly Drawing, a part is located and identified by using a circle containing the part number and a leader line that points to the corresponding part. Development Of Solids & Sectioned Solids Development Of Solids: A graphical method of obtaining an area of the surfaces of a solid is termed as Development Of Solids OR It is the unfold/ unrolled /plane figure of a 3-D object. For Example: 1. When a solid is opened out and its complete surface is laid on a plane, the surface of the solid is said to be developed. 2. A piece of paper having the shape of sector is rolled so that its extreme edges meet, we get a cone. 3. A rectangle sheet when rolled so that extreme edges meet, we get a cylinder. Types Of Development Of Solids: There are two types of Develo...
Buckling: Buckling ( Discession of Stability of Structures ) is defined as, " A deformation occurred due to compressive loads in vertical members " . Example: mainly columns, vertical members, etc. Buckling is due to instability (change in configuration) NOT a failure through yielding . The analysis and design of vertical prismatic members supporting axial compressive loads is carried out. Failure of structures are presented by designing structures so that the maximum stresses and maximum displacements remain tolerable limits. There are two primary concerns: The strength of the structure i.e. its ability to support a load without experiencing excessive stresses. The ability of the structure to support a specified load without undergoing unacceptable deformations. Important Points: Stability ↣ material's ability to support a given load without experiencing a sudden change in its configuration (or load carrying capability without no sudden change ). Failure ↣...
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