Vertical Load on a Purlin - find x and y force components

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SUMMARY

The discussion focuses on calculating the force components acting on a roof purlin due to a 300 lb vertical snow load. The perpendicular component is determined using the formula 300 lb * cos(inverseTan(4/12)), while the parallel component is calculated with 300 lb * sin(18.43°). The key to solving this problem lies in understanding the geometry and trigonometry involved, specifically the relationship between the slope of the rafter and the load distribution.

PREREQUISITES
  • Understanding of trigonometric functions, specifically sine and cosine.
  • Familiarity with free body diagrams (FBD) in structural analysis.
  • Basic knowledge of load distribution on structural elements.
  • Ability to interpret slope ratios in geometric contexts.
NEXT STEPS
  • Study trigonometric identities and their applications in structural engineering.
  • Learn how to create and analyze free body diagrams for various loading scenarios.
  • Research load distribution techniques for roof structures.
  • Explore the principles of geometry related to angles and slopes in construction.
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Structural engineers, architects, and students studying civil engineering who need to understand load calculations and force distribution on structural elements.

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A roof purlin, supported by a roof rafter must support a 300 lb vertical snow load.
Determine the component of of the snow load as a concentrated load “P” both perpendicular and parallel to the axis of the rafter.

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I read that the perpendicular component of the 300lb force can be figured out by 300lb*cos(inverseTan(4/12)) and the parallel component can be figured out by 300lb*sin(18.43*)

I do not understand why this is so. My attempt at the solution is to draw an FBD, but I suppose I am drawing the wrong one.

1Msd7qJ.jpg
 
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A free body diagram is nice, but what you really want to do is draw a triangle where the hypotenuse has a slope of 4:12 and then work out the angles normal and tangential to this slope. It's more a matter of geometry (and trigonometry) than anything else.
 

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