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TMS 402/602-22 Review #3: Seismic/Limit States Design per TMS 402/602-22
This session of the TMS 402/602-22 Night School will review the changes to the provisions in Chapter 7 and Appendix C that effect the seismic design of masonry structures. This will include revisions to the requirements for special reinforced masonry shear walls, changes to the requirements based on the assigned Seismic Design Category, and changes made to the treatment of seismic displacements in the masonry code, including a new deformation compatibility provision. The potential impacts of these changes will also be reviewed.
Learning Objectives:
- Review the changes made in TMS 402/602-22 that affect seismic design
- Understand the technical background for the revisions to the provisions for special reinforced masonry shear walls
- Review the relationship between ASCE 7-22 seismic displacements and the TMS 402 provisions including the use of MCER displacements
- Understand the new deformation compatibility provision and its application.
View other courses in this series or purchase the TMS 402/602-22 Review Bundle to access all 6 and save 10% compared to buying them separately.
$80.00
Description
This session of the TMS 402/602-22 Night School will review the changes to the provisions in Chapter 7 and Appendix C that effect the seismic design of masonry structures. This will include revisions to the requirements for special reinforced masonry shear walls, changes to the requirements based on the assigned Seismic Design Category, and changes made to the treatment of seismic displacements in the masonry code, including a new deformation compatibility provision. The potential impacts of these changes will also be reviewed.
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Codes & StandardsTMS 402/602-22 Review #2: Major Structural Design Changes in TMS 402/602-22
$80.00 Add to cartTMS 402/602-22 Review #2: Major Structural Design Changes in TMS 402/602-22
This webinar will provide an overview of the major structural changes in TMS 402-22. One of the biggest changes was the introduction of compression-controlled sections in strength design. As a result of this, the maximum reinforcement provisions were deleted except for beams and intermediate and special shear walls under in-plane loads. The basis for the provisions, the impact on design, and some design aids will be presented.
Other structural changes that will be covered include: definition of net shear area particularly for beams, anchor bolt steel strength changing from being based on yield strength to ultimate strength, an increase of the allowable compressive force for masonry in allowable stress design, a change in the partially grouted shear wall factor, and an increase in the allowable shear friction strength as well as a change in the nominal shear friction strength for shear span ratios greater than 1. The potential impacts of these changes will also be reviewed.
Learning Objectives:
- Use the compression-controlled strength design provisions in TMS 402-22 and compare designs to TMS 402-16.
- Evaluate the change in anchor bolt steel strength in TMS 402-22
- Solve for shear friction strength for shear span ratios greater than 1 in TMS 402-22
- Name at least three other structural changes in TMS 402-22 and explain how they affect design
View other courses in this series or purchase the TMS 402/602-22 Review Bundle to access all 6 and save 10% compared to buying them separately.
$80.00 -
Structural Masonry Detailing: Confined Lap Splices
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Special Inspection of Structural Masonry
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Codes & StandardsSpecial Inspection of Structural Masonry #1 – Introduction to Special Inspection
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Get all 9 Special Inspection of Structural Masonry lessons at a discounted rate when buying the Special Inspection of Structural Masonry bundle. Members save an additional $175 off Member price and Non-Members save $75 compared to buying them separately.
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