Issue link: http://alpine.uberflip.com/i/221331
HEAVY STRUCTURAL HARDWARE BH BHS LBH MBH HBH BEAM HANGERS Design Features . . five versions to meet all specifications. MATERIALS SERIES STIRRUP STEEL TOP FLANGE BH BHS LBH MBH HBH ¹⁄₄" Steel ¹⁄₄" Steel ³⁄₁₆" Steel ³⁄₁₆" Steel ¹⁄₄" Steel ³⁄₁₆" x 5" Steel ³⁄₁₆" x 5" Steel ³⁄₁₆" x 6" Steel ³⁄₁₆" x 6" Steel ³⁄₁₆" x 6" Steel TOP FLANGE DIMENSIONS 2¹⁄₂" x 3¹⁄₄" 2¹⁄₂" x 6¹⁄₄" 2¹⁄₂" x 7¹⁄₂" 2¹⁄₂" x 10¹⁄₂" 2¹⁄₂" 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 43) 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 2¹⁄₂"), ³⁄₄" machine bolts or 1" machine bolts in lower ¹⁄₃ of the material section of the "U" strap. BH BHS BH3 BHS3 LBH MBH5 MBH LBH5 HBH HBH5 SH SH55 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. SADDLE HANGERS/SEISMIC TIES SHT Features . . HSHT Design tie provisionstested and approved SH or seismic can be added to any 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 ¹³⁄₁₆" x 1¹⁄₂" 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. 48 SHT55