CS/CMST/CMSTC Coiled Straps - Simpson Strong-Tie
Transcription
CS/CMST/CMSTC Coiled Straps - Simpson Strong-Tie
Straps & Ties CS/CMST/CMSTC Coiled Straps CMSTC provides nail slots for easy installation and coined edges for safe handling. CS are continuous utility straps which can be cut to length on the job site. Packaged in lightweight (about 40 pounds) cartons. FINISH: Galvanized. Some products available in ZMAX® coating; see Corrosion Information, pages 14-17. INSTALLATION: • Use all specified fasteners. See General Notes. • Wood shrinkage after strap installation across horizontal wood members may cause strap to buckle outward. • Refer to the applicable code for minimum nail penetration and minimum wood edge and end distances. • The table shows the maximum factored resistances and the nails required to obtain them. Fewer nails may be used; reduce the factored resistance as shown in footnotes. • CMST only–Use every other triangle hole if the wood tends to split. Use round and triangle holes for comparable MST loads, providing wood does not tend to split. • For lap slice and alternate nailing information, request to technical bulletin T-CMST. Typical CS Installation as a Floor-to-Floor Tie (CMST requires minimum 2-2x studs) End h Cut Lengt ength L an r Sp Clea Nails not required in clear span Engdth Len Gauge stamped on part for easy identification CMST14 Hole Pattern (CMST12 similar) CS16 Hole Pattern (all other CS straps similar) CMSTC16 Hole Pattern These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details. Factored Tensile Resistance Catalogue C-C-CAN2015 © 2015 SIMPSON STRONG-TIE COMPANY INC. Model No. CS22 CS20 CS18 Ga 22 20 18 CS16 Total Coil Length (ft) 300 250 200 150 End Length (in) 10 12 12 14 Cut Length (in) clear span + 20 clear span + 24 clear span + 24 clear span + 28 Fasteners (Total) 16-8d 18-8d 20-8d 24-8d 16 CMSTC16 54 20 clear span + 40 46-10d CS14 100 22 clear span + 44 34-8d 52 1⁄2 31 clear span + 62 66-10d 40 43 clear span + 86 94-10d 14 CMST14 CMST12 12 D.Fir-L S-P-F (K D = 1.00) (K D = 1.15) (K D = 1.00) (K D = 1.15) lbs lbs lbs lbs kN kN kN kN 1140 1140 1075 1140 5.07 5.07 4.78 5.07 1390 1390 1295 1390 6.18 6.18 5.76 6.18 1745 1850 1620 1850 7.76 8.23 7.21 8.23 2305 2305 2155 2305 10.25 10.25 9.59 10.25 5685 5845 5195 5845 25.29 26.00 23.11 26.00 3360 3360 3090 3360 14.95 14.95 13.75 14.95 8430 8430 7455 8430 37.50 37.50 33.16 37.50 11995 11995 10615 11995 53.36 53.36 47.22 53.36 Straps & Ties Dimensions 1.Factored resistances shown are the lesser of the steel tensile strength (Tr) or the lateral nail value (Nr). 2.Use half of the required nails in each member being connected to achieve the listed resistances. No. of Nails Used x Table Value 3.Calculate the connector value for a reduced number of nails as follows: Factored Resistance = No. of Nails in Table Example: CS14 on D.Fir-L with 30 nails total. 30 Nails (Used) x 3360 lbs = 2965 lbs Factored Resistance = (Half of the nails in each member being connected) 34 Nails (Table) 4.NAILS: 10d = 0.148" dia. x 3" long, 8d = 0.131" dia. x 2 1⁄2" long. See pages 22-23 for other nail sizes and information. 187