Mbma 2012 Manual
Deflections Mbma | Roof | Structural Load
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Table 1. For roofs, this exception only applies when the metal sheets have no roof covering. Interior partitions not exceeding 6 feet in height and flexible, folding and portable partitions are not governed by the provisions of this section. The deflection criterion for interior partitions is based on the horizontal load defined in Section See Section for glass supports.
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Please note: supplemental data files are available for this publication. In order to access them, you must purchase either the secure PDF or the Print+PDF format options. If you purchase the print edition, supplemental data files are not included.The 2012 Metal Building Systems Manual includes:
Mbma 2012 Manual Download
- Step-by-step examples for calculating wind, snow and seismic design loads per the 2012 International Building Code (IBC) and referenced ASCE 7-2010 standard, along with designing roof drainage systems for metal buildings, per the 2012 International Plumbing Code (IPC).
- A guide for the determination of loads for metal buildings with bridge, monorail, jib and single-leg gantry for underhung and top-running cranes.
- Recommended drift and deflection criteria for the design of metal buildings that use masonry, metal and other wall systems, including manufacturing and erection tolerances.
- Common Industry Practices that spell out all current practices relating to design, manufacture, sale and erection for metal building systems, including contract, order documents and engineer of record.
- Seventeen code-compliant, fire-rated construction (column, wall, roof and joint details) details specifically tailored for metal building systems.
- Wind, snow, seismic and rainfall design data tabulated for every U.S. county based on the 2012 IBC, ASCE 7-10, USGS and NOAA data - you won't find this anywhere else!
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