Live support chatDesign of Members Subject to Combined Stresses as Per AISC360-16
Credit: 2 PDH
Subject Matter Expert: Mahmoud Ahmed, P.E., M.Sc., M.ASCE, GMICE
In Design of Steel Members Subject to Combined Stresses per AISC360-16, you'll learn ...
- Design of steel members subject to combined stresses (axial + flexure about one or both axes, with or without torsion)
- Design of steel members subject to torsion only
- Equations and example solutions using both ASD and LRFD methods
Overview
Preview a portion of this course before purchasing it.
Credit: 2 PDH
Length: 50 pages
Steel structures are widely used these days for many reasons, including, rapid construction, ease of erection, and controlled quality of fabrication.
Design of steel structures, and also the design of any structural system, is composed of four stages, which are respectively, the choosing of a statical system, the determination of loads, the analysis process, and the design process.
By putting loads on a statical system, we get straining action in the members of the statical system; by different analysis methods, these straining actions are several, including tension, compression, flexure, shear, and torsion.
In this course, we will study the design of steel members subject to combined stresses (axial + flexure about one or both axes, with or without torsion), which exist in many steel structures, such as frame rafters, frame columns, crane beams, and collector elements.
Also, we will study the design of steel members subject to torsion only, such as spandrel beams at building external walls that usually carry eccentric block load that causes torsion in the beam.
This course is the fifth course of a series related to the design of members; all of these courses are independent and do not require any perquisites. The following is the list of related courses:
2. Design of Steel Compression Members per AISC360-16
3. Design of Steel Flexure Members per AISC360-16
4. Design of Steel Members Subject to Shear per AISC360-16
5. Design of Steel Members subject to Combined Stresses per AISC360-16
6. Design of Steel Members subject to Torsion per AISC360-16
This course involves a deep study on the design of steel members subject to combined stresses, according to AISC Construction Manual 15th edition-Parts 6, and also AISC360-16-Chapter H. All course equations are presented using ASD and LRFD methods.
Learning Objectives
Upon completion of this course, participants will be able to:
- Design members subject to combined flexure and compression.
- Apply AISC 360-16 provisions to members subject to combined flexure and tension.
- Design members subject to single-axis flexure and compression.
- Apply design provisions to unsymmetrical members subject to flexure and axial force.
- Evaluate flange rupture at holes under tension.
Certificate of Completion
You will be able to immediately print a certificate of completion after passing a multiple-choice quiz consisting of 12 questions. PDH credits are not awarded until the course is completed and quiz is passed.
| This course is applicable to professional engineers in: | ||
| Alabama (P.E.) | Alaska (P.E.) | Arkansas (P.E.) |
| Delaware (P.E.) | District of Columbia (P.E.) | Florida (P.E. Area of Practice) |
| Georgia (P.E.) | Idaho (P.E.) | Illinois (P.E.) |
| Illinois (S.E.) | Indiana (P.E.) | Iowa (P.E.) |
| Kansas (P.E.) | Kentucky (P.E.) | Louisiana (P.E.) |
| Maine (P.E.) | Maryland (P.E.) | Michigan (P.E.) |
| Minnesota (P.E.) | Mississippi (P.E.) | Missouri (P.E.) |
| Montana (P.E.) | Nebraska (P.E.) | Nevada (P.E.) |
| New Hampshire (P.E.) | New Jersey (P.E.) | New Mexico (P.E.) |
| New York (P.E.) | North Carolina (P.E.) | North Dakota (P.E.) |
| Ohio (P.E. Self-Paced) | Oklahoma (P.E.) | Oregon (P.E.) |
| Pennsylvania (P.E.) | South Carolina (P.E.) | South Dakota (P.E.) |
| Tennessee (P.E.) | Texas (P.E.) | Utah (P.E.) |
| Vermont (P.E.) | Virginia (P.E.) | West Virginia (P.E.) |
| Wisconsin (P.E.) | Wyoming (P.E.) | |
Preview a portion of this course before purchasing it.
Credit: 2 PDH
Length: 50 pages
