Example: air traffic controller

Comparison Table #2 PT SYP - Anthony Forest …

Comparison Charts #2 PT SYP Solid Sawn Column - #50 Combination Power Preserved Column (LDF = 1.00) Wet Use Tables 6" x 6" (actual 5 1/2" x 5 1/2") 3 1/2" x 5 1/2"

Information

Domain:

Source:

Link to this page:

Please notify us if you found a problem with this document:

Other abuse

Text of Comparison Table #2 PT SYP - Anthony Forest …

Comparison Charts#2 PT SYP Solid Sawn Column - #50 Combination Power Preserved Column(LDF = ) Wet Use Tables6" x 6" (actual 5 1/2" x 5 1/2")3 1/2" x 5 1/2"Effection Column Length#2 PT SYPEffection Column Length#50 Power Preserved GlulamAllowable Axial Load (lbs)Allowable Axial Load (lbs) Notes: #2 PT SYP 610,500613,1601. The tabulated allowable loads apply only to one-piece 89,56089,200 solid-sawn SYP #2 ,420106,6302. Applicable service conditions = wet127,230124,9703. The tabulated allowable loads are based on simply axially loaded columns subjected to a maximum eccentricity of either6" x 6" (actual 5 1/2" x 5 1/2")5 1/4" x 5 1/2" either 1/6 column width or 1/6 column depth, whichever is Column Length#2 PT SYPEffection Column Length#50 Power Preserved Glulam For side loads, other eccentric end loads, or other combined Allowable Axial Load (lbs)Allowable Axial Load (lbs) axial and flexural loads, see 2005 NDS610,500624,5004. The column is assumed to be unbraced, except at the column ends, 89,560820,650 and the effective column length is equal to the actual column ,4201016,6605. Design properties for normal load duration and wet-use service conditions:127,2301213,330 Compression parallel to grain (Fcll) = 525 psi146,1201410,790 Modulus of elasticity (E) = x 106 psi165,170168,860 Flexural stress (Fb) = 850 psi184,390187,380203,750206,2108" x 8" (actual 7 1/2" x 7 1/2")5 1/4" x 6 7/8" Notes: #50 Power Preserved ColumnEffection Column Length#2 PT SYPEffection Column Length#50 Power Preserved Glulam1. The tabulated allowable loads apply only to one-piece glulam members made with Allowable Axial Load (lbs)Allowable Axial Load (lbs) all N1D14 laminations (Combination 50) without special tension ,630827,1202. Applicable service conditions = wet1018,4101021,5203. The tabulated allowable loads are based on simply axially loaded columns 1216,9601217,010 subjected to a maximum eccentricity of either 1/6 column width or 1415,3701413,630 1/6 column depth, whichever is ,7301611,120 For side loads, other eccentric end loads, or other combined axial and flexural loads, see 2005 NDS8" x 8" (actual 7 1/2" x 7 1/2")6 3/4" x 6 7/8"4. The column is assumed to be unbraced, except at the column ends, and the Effection Column Length#2 PT SYPEffection Column Length#50 Power Preserved Glulam effective column length is equal to the actual column Axial Load (lbs)Allowable Axial Load (lbs)5. Design properties for normal load duration and wet-use service conditions:819,630838,360 Compression parallel to grain (Fcll) = x 2,300 psi for 4 or more lams, 1018,4101033,440 or x 1,700 psi for 2 or 3 ,9601228,340 Modulus of elasticity (E) = x x 106 psi1415,3701423,770 Flexural stress when loaded parallel to wide faces of lamination 1613,7301620,000 (Fby) = x 2,300 psi for 4 or more lams, or x 2,100 psi for 3 lams1812,1701816,970 Flexural stress when loaded perpendicular to wide faces of lamination 2010,7502014,540 (Fbx) = x 2,100 psi for 2 lams to 15 in. deep without special tension ,5002212,570 Volume factor for Fbx is in accordance with 2005 NDS. 248,4202410,960 Size factor for Fby is (12/d)1/9, where d is equal to the lamination width in " x 10" (actual 9 1/2" x 9 1/2")8 3/4" x 8 1/4"12" x 12" (actual 11 1/2" x 11 1/2")8 3/4" x 8 1/4"Effection Column Length#2 PT SYPEffection Column Length#50 Power Preserved GlulamEffection Column Length#2 PT SYPEffection Column Length#50 Power Preserved GlulamAllowable Axial Load (lbs)Allowable Axial Load (lbs)Allowable Axial Load (lbs)Allowable Axial Load (lbs)832,810865,290849,080865,2901031,58 01060,1601047,8601060,1601230,0901254,39 01246,3601254,2901428,3601448,0501444,60 01448,0501626,4301642,0001642,5801642,00 01824,3801836,5901840,3501836,5902022,31 02031,9102037,9602031,9102220,3002227,97 02235,4702227,9702418,4102424,6702432,95 02424,670 General Notes:1. You may substitute any glulam column for any #2 SYP provided the glulam axial load is equal or higher than solid sawn PT (assumes pressure treatment with water-borne preservatives)

Related search results