Live support chatDesign of Members Subject to Shear as per AISC360-16
In Design of Members Subject to Shear as per AISC360-16, you'll learn ...
- Limit states of Shear (Shear Yielding and Shear Buckling).
- Shear strength of I-shaped members and channels.
- Design of transverse stiffeners, single angles for shear and HSS members for shear.
- Design of web-to-flange weld in built-up girders.
Overview
Preview a portion of this course before purchasing it.
Credit: 3 PDH
Length: 76 pages
Steel structures are widely used these days for many purposes, including rapid construction, ease of erection, and controlled quality of fabrication.
The design of steel structures (and any structural system) is composed of four stages, which are: the choosing of a statical system, the determination of loads, the analysis process, and the design process.
By putting the loads on the chosen statical system, we get the straining action in the members of the statical system; by the different analysis methods, these straining actions are several, such as tension, compression, flexure, shear, and torsion.
In this course, we will study the design of steel members subject to shear, which exists in many steel structures, such as floor beams, roof purlins, crane beams, and plate girders.
This course is the fourth course of a series related to the design of members. All of these courses are independent and do not require any prerequisites. 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 tension members; according to AISC360-16-Chapter G, all course equations are presented using ASD and LRFD methods.
Specific Knowledge or Skill Obtained
This course teaches the following specific knowledge and skills:
- Limit states of Shear (Shear Yielding and Shear Buckling).
- Shear strength of I-shaped members and channels.
- Design of transverse stiffeners.
- Design of single angles for shear.
- Design of HSS members for shear.
- Weak axis shear.
- Beams and girders with openings.
- Design of web-to-flange weld in built-up girders.
- Local checks of the web: shear rupture, block shear, web yielding, web crippling, and sideways buckling.
Certificate of Completion
You will be able to immediately print a certificate of completion after passing a multiple-choice quiz consisting of 15 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 (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: 3 PDH
Length: 76 pages
