Wood Construction Connectors 2006 Catalog [Entire catalog in thumbnail view]Wood Construction Connectors 2006 Catalog [6 pages in thumbnail view]Wood Construction Connectors 2006 Catalog [Page in normal view]Wood Construction Connectors 2006 Catalog [Page in fullsize view]            Wood Construction Connectors 2006 Catalog [First page]    Wood Construction Connectors 2006 Catalog [Previous page]    Page 123 of 195    Wood Construction Connectors 2006 Catalog [Next page]    Wood Construction Connectors 2006 Catalog [Last page]            Wood Construction Connectors 2006 Catalog catalog view Downloadable PDF catalog Wood Construction Connectors 2006 Catalog Flash page flip catalog Wood Construction Connectors 2006 Catalog Visitor statistics of Wood Construction Connectors 2006 Catalog
Zoom in
View extracted text

Page 123 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

HCAs offer single-piece side plates, for fewer welds and higher horizontal loads. The Horizontal Load Table gives comparable HC models. MATERIAL: Side plates-7 gauge; Top and bottom plates-see PT dimensions in table. FINISH: Simpson gray paint INSTALLATION: Use all specified fasteners. See General Notes. Bolt holes shall be a minimum of and a maximum of larger than the bolt diameter (per 2001 NDS). The model number column in the Allowable Download Table gives the basic HCA model with two rotation bolts. Contact Simpson for heights greater than 60". Position dia. machine bolts in slots away from bearing seat to allow for wood shrinkage. OPTIONS: The Horizontal Load Table gives other bolt options. To order, add the width and bearing plate size designation after the model name. Specify the H dimension. For dapped beams, reduce the H dimension by the PT dimension for each dap. ORDERING: Specify Model No., Model Size, and height H. Ordering Example: HC4C3TA5-6 H-18². CODES: See page 12 for Code Listing Key Chart. See F-HCAGUIDE for specification examples and additional information. Model No. (Prefix) L H 3 Min H Max Rotation Bolts Per Beam Slotted Tension Bolts Allowable Horizontal Loads 2,3 (133) (160) HCA 19 8 60 2 HC2CTA 19 14 60 2 2 8265 9920 HCCTA 19 14 60 2 3 12375 14850 HC4CTA 25 14 60 2 4 16430 19720 HC3A 25 8 60 3 HCC3TA 25 14 60 3 3 12375 14850 HC4C3TA 25 14 60 3 4 16430 19720 1. Loads include a 33% and 60% increase for earthquake or wind loading with no further increase allowed. 2. Horizontal loads are for Doug Fir-larch glulams minimum W 3 ". For other wood types, adjust the load according to the code. 1. For H dimension between H1 and Minimum H, decrease allowable loads in direct proportion to depth. 2. Loads include a 25% increase for roof live loads; reduce for other load durations according to the code. 3. Loads are for 560 psi wood bearing. 4. See Horizontal Load Table for models with three rotation bolts. 5.Other widths are available for structural composite lumber. Contact factory. Typical HC4C3TA Installation with Beam Top Dapped HC2CTA HCCTA HCA HCC3TA HC3A HC4CTA HORIZONTAL LOAD TABLE Model Size (Suffix) Dimensions Two Rotation Bolts Per Beam Three Rotation Bolts Per Beam 4 PT W PD H1 H1 Allowable Roof Loads (125) 2,3 Min H Min H Allowable Roof Loads (125) H1 H1 Allowable Roof Loads (125) 2,3 Min H Min H Allowable Roof Loads (125) 3-5 3 3 5 12 8750 8 3070 10 8750 8 4465 3-6 3 6 15 10500 8 2570 12 10500 8 3735 3-7 3 7 18 12250 8 2210 14 12250 8 3210 3-9 3 9 25 15750 8 1725 19 15750 8 2510 5-5 5 5 16 14350 8 3100 13 14350 8 4560 5-6 5 6 20 17220 8 2595 16 17220 8 3815 5-7 5 7 25 20090 8 2230 19 20090 8 3280 5-9 5 9 36 25830 8 1740 27 25830 8 2560 7-5 6 5 19 18900 8 3100 15 18900 8 4605 7-6 6 6 24 22680 8 2595 18 22680 8 3855 7-7 6 7 30 26460 8 2230 22 26460 8 3315 7-9 6 9 40 29615 8 1740 33 34020 8 2585 9-5 8 5 22 24500 8 3100 17 24500 8 4605 9-6 8 6 29 29400 8 2595 22 29400 8 3855 9-7 8 7 37 34300 8 2230 27 34300 8 3315 9-9 8 9 40 29615 8 1740 40 43975 8 2585 11-5 10 5 26 30100 8 3100 20 30100 8 4605 11-6 10 6 34 36120 8 2595 25 36120 8 3855 11-7 10 7 40 37925 8 2230 32 42140 8 3315 11-9 10 9 1 1 1 1 1 1 1 1 1 1 1 1 40 29615 8 1740 40 43975 8 2585 3 5 5 5 5 6 6 6 6 8 8 8 8 10 10 10 10 3 3 Code Ref. Beam Width Bolt Dia. 23, 94, 126 23, 94 3. H MIN is the absolute minimum height. Reduce downloads according to footnote 1 in the Allowable Download Table. HC4C3TA U.S. Patent 5,324,132 ALLOWABLE DOWNLOAD TABLE Alternate Installation with Beam Top Non-Dapped 124 Glulam Beam Connectors HCA Hinge Connectors

[close]
Wood Construction Connectors 2006 Catalog [Entire catalog in thumbnail view]Wood Construction Connectors 2006 Catalog [6 pages in thumbnail view]Wood Construction Connectors 2006 Catalog [Page in normal view]Wood Construction Connectors 2006 Catalog [Page in fullsize view]            Wood Construction Connectors 2006 Catalog [First page]    Wood Construction Connectors 2006 Catalog [Previous page]    Page 123 of 195    Wood Construction Connectors 2006 Catalog [Next page]    Wood Construction Connectors 2006 Catalog [Last page]            Wood Construction Connectors 2006 Catalog catalog view Downloadable PDF catalog Wood Construction Connectors 2006 Catalog Flash page flip catalog Wood Construction Connectors 2006 Catalog Visitor statistics of Wood Construction Connectors 2006 Catalog



All copyrights remain by their owners. Who-sells-it.com is not an official partner of Simpson Strong-Tie.


Home | Latest catalogs | Contact

© 2006-2009 by who-sells-it.com