Page 191 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

192 Hanger Options HANGER OPTIONS B/BA/LBV/HB/HHB/GB/HGB Typical LBV Sloped Down Installation with Full Backing Top View B Hanger Skewed Right Typical LBV Sloped Down with Top Flange Open B Hanger Sloped Down and Skewed Left with Sloped Top Flange Installation When ordering, specify Low Side Flush, Center Flush or High Side Flush 1. Use this table to calculate allowable loads for modified hangers. 2. Examples: LBV with top flange sloped down right 30 , reduce download to [(90-30)/90] x table load. B skewed right 25 (download), multiply .95 x table load. 3. For hangers with heights less than Min. Height shown, use the lower of 0.75 (reduction factor) or the reduction factor shown in the table. 4. For sloped-only, minimum height is 9 ". 5. Reduction factors shown in this table apply to the Nailer Table on page 100. 6. For heights 22" and less, use 1.00. Typical LBV Sloped Down on Nailer Typical BD Saddle Installation Model No. Sloped Only TF Down LBV Angle Limit Download Uplift Angle Limit Download Uplift Angle Limit Download Uplift B HHB, GB, HGB TF Open/Closed 45 1.00 0.70 Skewed Only Sloped Skewed Backed Sloped Only 4 or Sloped Skewed Non-Backed Min. Height 3 Min. Height 3 Min. Height 3 9 - - - - - - - - 1.00 45 No Uplift 45 45 No Uplift No Uplift 1.00 1.00 1.00 45 14 14 14 14 14 14 No Uplift 45 45 No Uplift No Uplift 1.00 0.85 Angle Limit Download Uplift HB - - - - - - - - - - - - - - - - Min. Height 3 (90-x) 90 35 1.00 35 1.00 (90-x) 90 (90-x) 90 30 1.00 30 1.00 (90-x) 90 1.00 45 1.00 45 1.00 0.90 1.00 45 1.00 45 1.00 0.95 1.00 45 0.90 6 45 0.90 6 0.90 9 9 9 9 14 9 9 9 14 14 35 1.00 (90-x) 90 30 1.00 (90-x) 90 45 1.00 0.90 45 0.80 0.95 45 0.80 0.90 9 9 9 14 14 Hanger Modification Reduction Factors Nailers 5 SADDLE HANGER Saddle hangers are made to order; add D to model (e.g. BD412); specify S (for saddle) dimension. They may be used for most conditions except at end wall locations and are preferred for nailer applications. Minimum S dimension (saddle width) is 3 ". Minimum member width is 3 ". Minimum nailer thickness apply (see page 77). Saddle hangers achieve catalog load listed. Saddle hangers on stud walls do not achieve catalog loads. MATERIAL: Gauge may vary from that specified depending on the manufacturing process used. Hanger configurations, height and fastener schedules may vary from the tables depending on the joist size, skew and slope. CODES: Modified hangers, due to their numerous variations, are not in code reports. LOADS: For multiple modifications on the same connector, use the smallest reduction factor that yields the lowest design loads. INSTALLATION: Fastener quantities will typically increase beyond the amount specified in the standard hanger tables. Web stiffeners are required for I-joists. Fill all holes with the table-specified fastener types. Bevel cut the carried member for skewed applications. B hangers for sloped seat installations are assumed backed. For non-backed nailer applications see Hanger Modification Reduction Factors table.

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