Structural Connectors Catalog 2015-2016

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Page 65 of 129

66 (800) 521-9790 SH55 SHT55 BH HBH5 BH3 BHS3 LBH5 MBH5 MBH HBH BHS LBH BH BHS LBH MBH HBH BEAM HANGERS Design Features… five versions to meet all specifications. SERIES STEEL MATERIALS TOP FLANGE DIMENSIONS TOP FLANGE STIRRUP BH 1 ⁄4" Steel 3 ⁄16" x 5" Steel 2 1 ⁄2" x 3 1 ⁄4" BHS 1 ⁄4" Steel 3 ⁄16" x 5" Steel 2 1 ⁄2" x 6 1 ⁄4" LBH 3 ⁄16" Steel 3 ⁄16" x 6" Steel 2 1 ⁄2" x 7 1 ⁄2" MBH 3 ⁄16" Steel 3 ⁄16" x 6" Steel 2 1 ⁄2" x 10 1 ⁄2" HBH 1 ⁄4" Steel 3 ⁄16" x 6" Steel 2 1 ⁄2" x 18" Applications… BH and BHS heavy-duty hangers accommodate typical structural requirements for timber and glu-lam beams. Also available without top flange. LBH, MBH and HBH hangers accommodate heavy beam loads where the conditions will not permit a saddle hanger. These hangers are recommended for use in place of BH and BHS where H dimension exceeds 22". Nails… N25, furnished. Finish… SUPERSPEED ® gray paint. Skewed and Sloped Hangers… (see page 38) available, specify angle (50° max.) and whether left or right, up or down. Due to the infinite variety of custom orders, skewed hangers and sloped hangers are not code evaluated. Design loads of the nearest equivalent hanger should be used as a general guide, subject to specific engineering design. Note… all holes into "U" straps will have N25 ( 1 ⁄4" x 2 1 ⁄2"), 3 ⁄4" machine bolts or 1" machine bolts in lower 1 ⁄3 of the material section of the "U" strap. Code Report Reference(s)… ESR-2929 SH SADDLE HANGERS Design Features… positive control dies and prime quality 1 ⁄4" and 3 ⁄16" steel meet structural requirements and provide added installation ease for glu-lam beams. Where H dimension exceeds 30", the HSH saddle hanger is recommended. Nails… N25, furnished. Finish… SUPERSPEED ® gray paint. Code Report Reference(s)… ESR-2929 SHT HSHT SADDLE HANGERS/SEISMIC TIES Design Features… tested and approved seismic tie provisions can be added to any SH or HSH as listed in the tables. Nails… N25, furnished. Finish… SUPERSPEED ® gray paint. Note… the 3 ⁄4" MB bolts should be located in the upper half of the 1 3 ⁄16" x 1 1 ⁄2" slotted holes. Ordering/Specifying Information… SHT/ HSHT: After selecting the model of SH or HSH as required for vertical loading requirements, simply change the designation to SHT or HSHT to obtain seismic tie model. Special… the "Min Depth H1 & H2" column in the load value table indicates the minimum height available in a standard configuration. If the required height is less than the minimum, tabs will be welded to each side of the bucket. The horizontally aligned slotted holes (similar to the HHC3T tabs) allow the required bolt installation. Code Report Reference(s)… ESR-2929 HEAVY STRUCTURAL HARDWARE

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