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PAGE # <br />BEAMS DESIGN <br />BEAM DATA : <br />BEAM NUMBER <br />BEAM LOCATION <br />BEAM SPAN <br />: ROOR RARTER&-@ EQUIRMERi <br />: ·11.5' <br />BEAM LOADING :ROOF DEAD LOAD = .·15 2 :psf <br />,;% f ;r;,; <br />.#74 VAROOF LIVE LOAD = :7201 psf <br />DEAD LOAD = ,1.33*15 : it <br />LIVE LOAD =1:33*20 <br />c. ,-= 4 20 PLF <br />.= 27. PLF <br />POINT LOAD FROM A/b UNIT=650/4=162.5 LBS <br />(56*fibi659 - ---.=.t'-I.z 4-' :'.4.'14·,;.:,figk 0-i-: <br />SELECTED SECTION : (2) 2X6 <br />LUMBER GRADE :DF # 2 <br />BEAM DATA : <br />BEAM NUMBER <br />BEAM LOCATION : GLULAM BEAM n <br />BEAM SPAN :4246 <br />/4 <br />BEAM LOADING :ROOF DEAD LOAD =..15 : psf <br />ROOF LIVE LOAD = 14- psf (PLEASE SEE LIVE LOAD <br />REDUCTION PAGE <br />DEAD LOAD = 11/.5*.153:-,2.f·: : j '173' PLF <br />LIVE LOAD =34?664*39..921= 96-Ai PLF <br />POINT LOAD PROM;A/EONIT.@56 LBS 'r 9.*ti <br />44¢ATION@isi ·2 ift¢, . , 3'. ' t > 1: AKA <br />SELECTED SECTION :(E) 51/2 X 22 1/2 <br />LUMBER GRADE :GLULAM