Descriptive Geometry CH3 : Lines True Length (TL) of a line • … is shown in any plane (Frontal, Horizontal, Profile) when the line is parallel to that plane. Principle Projection Lines • • • • …Lines that are parallel to a principal projection plane (F,H,P) A frontal line is in or parallel to a frontal projection plane If the LOS is ┴ to the line, it is shown TL Check the angle of the line by looking at an adjacent view (the top view of line ab is parallel to the FL H/F) Principle Lines • • • The horizontal line lies in or is parallel to a horizontal plane The TRUE ANGLE (θ) between any line & any plane appears in any view that shows both the line in TL & the plane in edge view (i.e. as a FL) Angles θF & θP are shown as true angles since FLf & FLp are in edge view Principle Lines • • The profile line lies in or parallel to a profile plane Angles θF & θH are shown as true angles since FLf & FLh are in edge view Oblique Lines • • An Oblique line is one not parallel to any principal projection plane Views of the line are foreshortened in the principal views (F, H, P) Oblique Lines • • • To show the TL of an oblique line the LOS must be perpendicular to the line A line is shown TL in a view when the adjacent view of the line is parallel to the FL between the 2 views True angle θF is also shown since the Frontal plane is an edge view (i.e. a FL) Oblique Lines • The same can be done when drawing an auxiliary view from the profile view to show θp Oblique Lines • To find each true angle (θ) of oblique line AB in relation to all 3 principal views (F,H,P) a 3 separate auxiliary views must be constructed Bearing • In practice, the position of a line in space is often described by its bearing & slope, or its bearing & grade. • Bearing of a line is the angular relationship of the top view of the line with respect to due north or south (N is assumed U.O.N.) Bearing • • … the direction or course of a line on the earth’s surface (which is conceptually thought of as a series of small planes) Quadrant where arrow lies determine cardinal directions used Bearing • • … the direction or course of a line on the earth’s surface (which is conceptually thought of as a series of small planes) Quadrant where arrow lies determine cardinal directions used Bearing • • Azimuth Bearing – used in navigation & civil engineering Measures the clockwise departure from a base direction (usually N) Slope of a line • ... the angle in degrees that the line makes with a horizontal plane (θH) Bearing, Slope & TL • • The auxiliary view shows the TL & thus, true slope & D1 Point b can be located in the top view from the auxiliary Grade of a line • … another means of describing the inclination of a line in respect to a horizontal plane Grade of a line • • Always shown as a % Frontal lines can show true slope & grade Grade of a line • • • With an oblique line, an auxiliary view must be constructed to measure & calculate the grade The run must be measured parallel to the FL H/I The rise must be measured ┴ to the FL H/I Points on Lines • … can usually be located in successive views by simple projection Points on Lines • … may be determined by spatial relat ions Points on Lines • • Points dividing a line segment in a given ratio will divide any view of the line in the same ratio So, division could be made without constructing an auxiliary view Intersecting Lines • • … contain a common point a single projection line can connect the intersecting point between any adjacent views Example: Intersection of Lines • Complete the top view of the hoist frame... Example: Intersection of Lines • Point E cannot be obtained from a front or top view so a profile view is drawn... Example: Intersection of Lines Problem 3a. • Find the true lengths of the three members OA, OB, & OC. • 1. OC is shown TL in F • 2. An auxiliary view shows OA in TL • 3. Multiply x10 for scale