00-9509 - Laserfiche WebLink

Browse Search

SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS .F.1ilr;w.~.lI Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone = 102 MPH 110 MPH 120 MPH I 125 MPH T 140 MPH Applied Load = 17# I Sq, Ft. 20# I Sq. Ft. I 23# I Sq. Ft. I 26# I Sq. Ft. T 32111 Sq, Ft. Load Width 2" x 6" x 0.050" x 0.120" Self Mating Beam 8' 1S'-11" 15'-7" 14'-7" 13'-8" 12'-4" g' 15'-11" 14'-9" 13'.9" 12'-11" 11'-8" 10' 15'-2" 13'-11" 13'-0" 12'-3" 11'-0" 11' 14'-5" 13'-4" 12'.5" 11'.8" 10'.S" 12' 13'.10" 12'-9" 11'.11" 11'.2" 10'-1" 13' 13'.3" 12'.3" 11'.5" 10'.9" 9'.8" 14' 12'.10" 11'-10" 11'.0" 10'-4" 9'.4" 16' 11'.11" 11'.0" 10'-4" 9'-8" 8'-9" Load Width 2" x 7" x 0,055" x 0,120" Self Mating Beam 8' 19'-4" 17'-10" lS'-8" 15'.8" 14'-1" g' 18'-3" lS'-10" 15'-8" 14'-9" 13'-4" 10' 17'-4" 15'-11" 14'-11" 14'-0" 12'-7" 11' 1S'-S" 15'-3" 14',2" 13'-4" 12',0" 12' 15'-10" 14',7" 13'-7" 12'-9" 11'-S" 13' 15'.2" 14'.0" 13'-1" 12'.3" 11'-1" 14' 14'-8" 13'-S" 12'-7" 11'-10" 10'-8" 16' 13'-8" 12',7" 11'-9" 11'.1" 9'-11" Load Width 2" x 8" x 0,072" x 0,224" Self Mating Beam 8' 24'-10" 22',11" 21'-4" 20'-1" 18'-1" 9' 23'.5" 21'.7" 20'.2" 18'.11" 17'.1" 10' 22'.3" 20'-S" 19'-1" 17'-11" lS',2" 11' 21',2" 19',S" 18',3" 17',2" 15',5" 12' 20'-4" 18'-8" 17'-5" 1S'.5" 14'-9" 13' 19',S" 17'-11" lS',9" 15'-9" 14'-3" 14' 18'-9" 17'-4" lS'-2" 15'-2" 13'-8" 16' 17'-7" lS'-2" 15'-1" 14'-3" 12'-10" Load Width 2" x g" x 0.072" x 0,224" Self Mating Beam 8' 27'-2" 25',1" 23'-4" 21'-11" 19'-10" ~ 23',8" 22'-0" 20'-9" 18'-8" 10' 22'-5" 20'.11" 19'.8" 17'-9" 11' 23'-2" 21'-4" 19'.11" 18'-9" 1S'-11" 12' 22'.2" 20'.S" 19'.1" 17'-11" lS'.2" 13' 21'.4" 19'.8" 18'-4" 17'-3" 15'.7" J" 14- 20'-7.~ 18'-11" 17'-8" lS'.7" 14'-11" 16' 19'.3" 17'-9" lS'-S" 15'-7" 14'.0" Load Width 2" x 9" x 0,082" x 0.306" Self Mating Beam 8' 29'-8" 27'-4" 2S'-S" 23',11" 21'.7" g' 27'.11" 25',9" 24',1" 22'-7" 20' -5" 10' 2S',S" 24'-S" 22',10" 21'-5" 19',4" 11' 25'-4" 23',4" 21'-9" 20',5" 18'-5" 12' 24'.3" 22'-4" 20'.10" 19',7" 17'-8" 13' 23'-3" 21',5" 20'-0" 18'-10" lS'-11" 14' 22'-5" 20'-8" 19'-3" 18'-2" lS'-4" 16' 20'-11" 19'-4" 18'-0" lS'.11" 15'-3" Notes: Above spans do not include length of knee brace, Add horizontal length of knee brace to above spans for tOlal beam spans, SEAL Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL T ANT P,O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767,6556 PAGE @ COPYRIGHT 1999 68 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E