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  • Course No E – 1835
  • PDH Units: 1

Course No E - 1835
PDH Units: 1
$25.00

Profile Photo
  • Course No E – 1835
  • PDH Units: 1

Course No E - 1835
PDH Units: 1
$25.00

Intended Audience: Civil Engineers.

PDH UNITS: 1

This course introduces students to the equations for deformation and stress, which are the basis for tension members and beam and column design. The first two sections cover tapered members, straight members, and special considerations such as notches, slits, and size effect. A third section introduces stability criteria for members subject to buckling and for members subject to special conditions. Note that this chapter focuses primarily on presenting fundamental mechanics-based equations. For design procedures, the reader is encouraged to contact appropriate industry trade associations or product manufacturers.

Learning Objectives:

At the successful conclusion of this webinar, you will learn the following knowledge and skills:
  • Deformation equations (axial, bending, torsion)
  • Deformation equations (combined bending and axial loads)
  • Stress equations (axial, bending, torsion)
  • Stress equations (combined bending and axial loads)
  • Stability equations (axial, bending, torsion)
  • Stability equations (interaction of buckling modes)
  • Deformation equations (axial, bending, torsion)
  • Deformation equations (combined bending and axial load)

Join us this Thursday afternoon for a special Engineering Structure webinar:
Dos & Don’ts In Steel And Connection Design.
Starts 2pm ET
https://www.pdhsource.com/course/live-webinar-dos-donts-in-steel-and-connection-design/

We have put together our favourite #Engineering themed #podcasts for you. You're welcome 😉 #fridayfeeling https://www.borntoengineer.com/resources/top-engineering-podcasts-stem-podcast-list-top

ACCEPTANCE GUARANTEE


ncees

PDH Source engineering courses & live webinars meet NCEES Guidelines for Professional Engineer licenses renewal in all 50 states.

PDH Source will refund your money if the PDH credits you earn are rejected by your state board for any reason.

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