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Plans (67) • BEAM SPAN = 18.25 FT. 13m NEW ATTIC BEAM BEAM CARRIES ROOF/SNOW LOAD LOAD CASE 1 UNIFORM LOAD ON FULL SPAN LOAD =. 753 PLF. LOAD CASE: 1 GLULAM BEAM USED: FB= 2900 PSI. FV= 290 PSI. PC PERP = 650 PSI. E= 2000000 PSI. MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: V = 5725 M = 31350 D = 940 /Ix REACTION (LEFT) = 6871. 125 LBS. BEARING AREA REQ'D = REACTION (RIGHT) = 6871. 125 LBS. BEARING AREA RE ' 10.57096 IN2 . REQ'D = 10.57096 IN2 . SX = 112 . 8036 IN3 . �t! S(q 'T, . AV (MIN) = 25. 74963 IN2 . MINIMUM BEAM SIZE = 5 .25 X 14 lam MAX. DEFLECTION = . 7830071 INCHES A(PROVIDED) = 73 .5 IN2 = 2,/ 279. 691 SX (PROVIDED) = 171. 5 IN3 . IX(PRQVIDED) = 1200 . 5 IN D F = 983018 ERG GTRF2 . 13' N BRG LENLENGTHH RR. (RIGHT(LET) 0 = 2 - a 3517517 IIN.. fb = 2193 . 586 psi. _________1_62,s_i___________1_4(fer_________16i.Z143______13t14___________ — (Z) [c, Ae, Egc“ 5f4-xf4 P � e, n (max,) , f I • } 2x�.s7v4S "—l—S 1 6 ' Cats �4 TMJ s—rJ1 ` !' STNS Inimm.111111 I (3 S - eAct4 Zxtd ir 1 s_ 4. _al___. .I . ! I j i' s 1 G . to j . . . 2 . . xto `G , , _ _____ Note: Provide solid (4x6 min) -m---I blocking under each end of beam 1 ibetween bottom of beam and ZXCo SOLO top of wail w/4x6 (min) post within. 131-o c.4 -s�, III WALL, ` o 1 (T'Y . .PrikeD ,:Y r�_ M t.tet.-u�3c i/ L.%.Ir\.;`f7 1'1^q � .�..i _I_L_4if_jj___ \:,Z,Cee'`