96-5512 - Laserfiche WebLink

Browse Search

SClfi:EEINIED ENCILOlSURES: SCREEN I VINYL '1M AILLS AND SOlUD COlVER T;\BLE 2: MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL R'OOMS AND OTHER OPEN STRUCTURES wi SOLID ROOFS 6063 T -6 ALLOY E>AMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "W"/2 + O.H, , 2"x 4"x 0.050" TILT BEAM: LOAD WIDTH = 14'12 + 2'O,H. -, 9' LOAD WITH = g'; L,L. @ 22#/SF BEAM SPAN = 7'- 3" BLAM SIZE BEAM SPAN FOR DESIGNATED LOADS 13EAM LIVE LOAD WIND LOAD LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH '120 MPH -..- 2')( 3"xO.050" TILT BEAM OR 2"x 3"xO.050" EXTRUSION______________________ 5' 8'- 1" 6'- 7" g'- 0" 8'- 1" 7'- 5" 6' 7'- 4" 6'- 0" 8'- 3" 7'- 4" 6'- 9" 7' 6'-10" 5'- 6" 7'- 6" 6'-10" 6'- 3" 8' 6'- 5" 5'- 2" 7'- 2" 6'- 5" 5'-10" 9' 6'- 0" 4'-11" 6'- 9" 6'- 0" 5'- 6" 10' 5'- 8" 4'- 8" 6'- 5" 5'- 8" 5'- 2" 11' 5'- 5" 4'- 5" 6'- 1" 5'- 5" 5'- 0" 12' 5'- 2" 4'- 3" 5'-10" 5'- 2" 4'- 9" 2':( 4"x 0.050"x TILT BEAM 5' g' - 9" --81-=--O;;----10;--11';-----9;---9-;;------8~-=-11-;;-------- 6' 8'-11" 7'- 3" 10'- 0" 8'-11" 8'- 1" 7' 8'- 3" 6'- g" g'- 3" 8'- 3" 7'- 6" 8' 7'- 9" 6'- 3" 8'- 8" 7'- 9" 7'- 0" 9' EXAMPLE 7'- 3" 5'-11" 8'- 1" 7'- 3" 6'- 8" '10' 6'-11" 5'- 7" 7'- 9" 6'-11" 6'- 3" 11' 6'- 7" 5'- 4" 7'- 4" 6'- 7" 6'- 0" 12' 6'- 3" 5'- 0" 7'- 0" 6'- 3" 5'- 9" 2"1( 4"x 0.044"x 0.120" S.M.B. 5' 12'-10" 1 0-;-=--~,----1~=-4';----12'-=-1~;----1:~=-3';-------- 6' 11'- 8" g'- 6" 13'- 1" 11'- 8" 10'- 8" 7' 10'-10" 8'-10" 12'- 1" 10'-10" 9'-11" 8' 10' - 1" 8' - 3" 11'':'' 4" 1 0' - 1" 9' - 3" 9' g'- 6" 7'- 9" 10'- 8" 9'- 6" 8'- 8" '10' 9'- 1" 7'- 5" 10'- 1" 9'- 1" 8'- 3" '11' 8'- 8" 7'- 0" g'- 8" 8'- 8" 6'-10" '12' 8'- 3" 6'- 9" 9'- 3" 8'- 3" 7'- 6" 2",: 5"x 0.050"x 0.120" S.M.B. _______________________________________ 5' 15'- 2" 12'- 4" 16'-11" 15'- 2" 1,3'-10" 6' 13'-10" 11'- 3" 15'- 6" 13'-10" 12'- 8" 7' 12'-10" 10'- 5" 14'- 4" 12'-10" 11'- 8" 8' 12'- 0" g'- 9" 13'- 5" 12'- 0" 10'-11" 9' 11'- 3" 9'- 2" 12'- 8" 11'- 3" 10'- 4" '10' 10'- 8" 8'- 9" 12'- 0" 10'- 8" 9'- 9" 11' 10'- 3" 8'- 4" 11'- 5" 10'- 3" 9'- 4" '1 2' 9' - 9" 8' - 8" 1 0' - 1 1" 9' - g" 8' -11 " ----- ---./ l1@wU'@Oi)@@ 13c rn@Oi)Oi)@UU~ [;:> c13c CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O, BOX 4.369 S. DAYTONA, FLORIDA .3212'1-4.368 PHONE: (904) 767-4774 FAX: (904) 767-6556 ~ @ C~OPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: 2 PAGE: 9~~2 -32-