Laserfiche WebLink
<br />ATTACHED ALUMINUM COVERS <br /> <br />BLE 2 <br />~ontlnued <br /> <br />MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL <br />ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063 <br />T-6 ALLOY <br /> <br />BE,jl\M SIZE BEAM SPAN FOR DESIGNATED LOADS <br />BEAM LIVE LOAD WIND LOAD <br />LO,\D WIDTH 22#/SF 32#/SF 100 MPH 110 MPH <br />2"x 7"x 0.062"x 0.120" S.M.B. <br />6' 17.-9'" <br />7' 16'-6" <br />8' 15'-S" <br />9' 14'-6" <br />10' 13'-9" <br />11' 13'-1. <br />12' 12'-7" <br />13' 12'-1. <br />14' 11'-a- <br />2"X 1"x 0.062"x 0.135" S.M.B. <br />6' 18'--4" <br />7' 17.-0'" <br />8' 15'-11" <br />9' 15'-0'" <br />10' 14'-10" <br />11' 13'-7" <br />12' 13.-0'" <br />13' 12'-6" <br />14' 11'-7" <br />2"x 8"x 0.072"x 0.224" S.M.B. <br />7' 21.-9'" <br />8' 20'--4" <br />9' 19'-~ <br />10' 18'-~ <br />11' 17'--4" <br />12. 16'-7" <br />13' 16.-0'" <br />14' 15'-5'" <br />2"x IJ"X 0.072"x 0.224" S.M.B. <br />7' 24'-~ <br />8. 22'-7" <br />9' 21'-4" <br />1 O. 20.-3'" <br />11' 19'-3" <br />12' 18'-5" <br />13' 17'-9" <br />14' 17'-1" <br />2"x 'lj"X O.072"x 0.310" S.M.B. <br />7' 26'-11" 21'-11" 30'-1" 26.-11" <br />8' 25'-~ 20'-6" 28'-2" 25'-2" <br />9' 23'-9" 19'-4" 26'-6" 23'-9" <br />10' 22'-6" 18.-4" 25'-2" 22'-6" <br />11' 21'-S" 17'-6" 24'-0" 21'-5" <br />12' 20'-6" 16'-9" 22'-11" 20'-6" <br />13' 19'-9'" 16'-1" 22'-1" 19'-9'" <br />14' 19'-0" 15'-6" 21'-3" 19'-0" <br />1. THE SMALLER SPAN FROM THE L.L. OR THE WIND LOAD TABLE GOVERNS. <br /> <br />14'-6" <br />13'-5" <br />12'-7" <br />11'-10" <br />11'-3" <br />10'-9'" <br />10'-3" <br />9'-10'" <br />9'-6" <br /> <br />15'-0'" <br />13'-11" <br />13'-0'" <br />12'-3" <br />11 '-7" <br />11'-1" <br />10'-7" <br />10'-~ <br />9'-10'" <br /> <br />17'-9'" <br />16'-7" <br />15'-8" <br />14'-10" <br />14'-2" <br />13'-7" <br />13'-0'" <br />12'-7" <br /> <br />19'-9'" <br />18'-6" <br />17'-5" <br />16'-6" <br />15'-9'" <br />lS'-l" <br />14'-6" <br />13'-11" <br /> <br />19'-11" <br />18'-S" <br />17'-3'" <br />16'-3" <br />lS'-S" <br />14'-a- <br />14'-1" <br />13.-6" <br />13'-0'" <br /> <br />20'-6" <br />19.-0'" <br />17'-9" <br />16'-9'" <br />lS'-ll" <br />lS'-~ <br />14'-6" <br />13'-11" <br />13'-5" <br /> <br />24'-4" <br />22'-9" <br />21'-6" <br />20.-4" <br />19'-S" <br />18'-7" <br />17'-10" <br />17'-Z' <br /> <br />27'-0'" <br />2S.-3" <br />23'-10" <br />22'-7" <br />21'-6" <br />20'-8" <br />19'-10" <br />19'-1" <br /> <br />17'-9" <br />16'-6" <br />lS'-S" <br />14'-6" <br />13'-9'" <br />13'-1" <br />12'-7" <br />12'-1" <br />11'-8" <br /> <br />18'--4" <br />17'-0'" <br />lS'-ll" <br />15'-0" <br />14'-3" <br />13'-7" <br />13'-0" <br />12'-6" <br />11'-7" <br /> <br />21'-9" <br />20.-4" <br />19'-2" <br />18'-2" <br />17'--4" <br />16'-7" <br />16'-0'" <br />15'-5" <br /> <br />24'-2" <br />22'-7" <br />21'-4" <br />20'-3" <br />19'-3" <br />18'-5" <br />17'-9" <br />17'-1" <br /> <br />'..J <br /> <br />120 MPH <br /> <br />16'-3" <br />15'-0'" <br />14'-1" <br />13'-3" <br />12'-9" <br />12'-0'" <br />11'-6" <br />11 '-0'" <br />10'-7" <br /> <br />16'-9" <br />lS'-6" <br />14'-6" <br />13'-8" <br />13'-0'" <br />12.-4" <br />11'-10'" <br />11 '-5" <br />10'-11" <br /> <br />19'-11" <br />18'-7" <br />17'-6" <br />16'-7" <br />1 S.-l 0" <br />15'-2" <br />14'-r <br />14'-0'" <br /> <br />'~ <br /> <br />22'-1" <br />20'-8" <br />19'-6" <br />18'-6" <br />17'-7" <br />16'-10" <br />16'-2" <br />lS'-7" <br /> <br />24'-7" <br />22'-11" <br />21'-8" <br />20'-6" <br />19'-7" <br />18'-9" <br />18'-0" <br />17'-4" <br /> <br />LAWRENCE E. BENNETT, P.E. <br />Clvn. ENGINEER 4t DEVELOPMENT CONSUlTANT <br />P. O. BOX 4368 SOUTH Ilt.YTONA. FL 32121 <br />PHONE 1 (904) 767-4n4 <br />fAX . 1 (904) 767-6556 <br /> <br />./ <br /> <br />'--.I <br /> <br />C COPYRIGHT, 1996 <br />NOT W BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRllTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br />3 <br />50 <br />