Hot Sale for ROUND BAR Wholesale to Iceland
Short Description:
Length Up to 16,000 mm Diameter Max 1,200 mm
Hot Sale for ROUND BAR Wholesale to Iceland Detail:
| Length | Up to 16,000 mm |
|---|---|
| Diameter | Max 1,200 mm |
Product detail pictures:
Hot Sale for ROUND BAR Wholesale to Iceland, The product will supply to all over the world, such as: , , ,
https://skghoshassociates.com/
For the full recording:
https://www.secure.skghoshassociates.com/product/show_group.php?group=60160406v
For times when special or intermediate systems are not required, ordinary steel moment frames or braced frames are often an economical solution. Limited inelastic behavior is expected in ordinary steel systems and they are designed for higher seismic forces when compared to special, higher ductility systems. Due to this expected behavior, the heights of the ordinary systems are generally limited to 35 ft. or for single story structures up to about 60 ft. Even with these limitations, many projects in high-seismic areas can be designed using ordinary systems, avoiding the rigorous detailing and analysis requirements required for special and intermediate steel systems.
The seminar discusses ordinary moment frame (OMF) and ordinary concentrically braced frame (OCBF) steel systems based on ASCE 7-10 and the AISC Seismic Provisions (AISC 341-10) requirements including:
• ASCE 7 height limitations for ordinary steel systems including how to apply the exceptions to Table 12.2-1
• AISC Seismic Provisions that apply to all ordinary systems including the required axial strength of columns and slenderness ratio limitations
• Ordinary Moment Frame provisions including required strength and detailing requirements for the moment connections
• Ordinary Concentrically Braced Frame provisions including how to determine the required strength of brace connections and special requirements for V- or Inverted V– configurations
• Brief discussion of Ordinary Cantilever Column Systems
The seminar also includes two brief examples. The first example demonstrates the analysis of an Ordinary Braced Frame System to determine required strengths. The second example illustrates the required strength and detailing requirements for a fully-restrained Ordinary Moment Frame connection.
For the full recording:
https://www.secure.skghoshassociates.com/product/show_group.php?group=60160406v
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