Loading...
HomeMy WebLinkAboutTruss Anchors Schedule, J TRUSS ANCHORS SCHEDULE Manufacturer "USP Structural Connectors Or apvd. Equal (Use a min., of 1 ea. TA18 at each truss unless other wise noted) Truss descriation'no. Part no. 'Qtv. Max Uplift -e 1 Ea. truss TA18 1 1520LBS. '2 RFUS 1 4950 LBS 3 A .. USC3F (4 — W dia.) 1 11,150 LBS .4 USC63,. 41 6170 LBS 5 'LFTA6 1 790 LBS 6 TDH26 1 1520 LBS V/'7 2 EA.- TA18 2 3040 LBS 8 GTWS2T 1 6530 LBS Hangar 2 - ply 9 RT16 1 848 LBS Hangar 10 LUGTA r 1 2000 LBS 11 I ID2X 1 1475 LBS 12 SHA6 1 4255 LBS 13 HUM 1 �6545 LBS Sign; j {t Copy - Prepared by. s. C,. 'GaifieId Neely TRUSS ANCHORS SCHEDULE 2005 C:\WMWWSOesktop\dmvAngs2OO4\CALCULATIONS\Iruss—schodules\TRUSS ANCHORS SCHEDULE 2005.doc