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01/08/95 09:52 '$812 B38 1411 SCHGRGR UKOS ffiGD yyy VUJOVICfi CONST. I�1004/007 <br /> _.�____=�a�=�w���c=cc==�^�s����ss==��===�c==c=s�=�=cc���===o.-_^�_ . <br /> aa--==�________ <br /> ( BEAM SIZE:1.750 X 14.000 GL3100-2.0 NUMBER OF MEMBERS = 2___ � <br /> � �s�s�s���=�s��o�s.�=xsc�o�cc�=���w���amcc=c��=�c====ss=�____��a�=== ., <br /> CONNECTION <br /> �a�a�s�=� <br /> *** DESIGN ASSUMES COMPONENTS CARR�ED ARE APPLIED TO TOP EDGE OF BEAM, <br /> SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. <br /> *** ATTACH 2 BEAM PLIES WITH 3 ROWS OF 16d COMMON NAILS ON EACH FACE <br /> STAGGERED AT 12.04" C/C. <br /> *** •COMPRESSION EDGE BRACING REQUIRED AT 23" O.C. OR LESS. <br /> LOAD LOAD LOAD W1 W2 X1 X2 <br /> CASE TYPE SPAN SHAPE (PLF) � �FT� <br /> (PLF) - ---�FT---- ------ --- <br /> ---- ---- ---- ----- ----------- ---------- 0.0 <br /> ALL D 1 U 236.2 12.5 <br /> p��,Z, D 1 U 236.2 �.0 Z2 .5 <br /> 1 L 1 U 630.0 0.0 12.5 <br /> 1 L 1 V 630.0 0.0 12.5 <br /> MAXIMUM DESIGN 6ECTION FORCES (FT-LBS) , (LBS) : <br /> LOAD CASE MOMENT SHEAR <br /> rl 32483 10609 <br /> $UPPORT REACTIONS (LBS) : " �' <br /> CASE B E A R T N G N U M 8 E R <br /> �E�� � <br /> 1 2 <br /> 1 1OS28 10828 <br /> CASE BEARING SIZE5 (TN) ' <br /> ----5 <br /> 1 3.25 3 .25 <br /> LOAD CASE LIVE LOAD DEFLC. TOTAL LOAD DEFLC. <br /> NUMBER SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? <br /> --------- ---- ------ ------ ----- <br /> 1 1 0.404 0.408 371 0.555 0.612 270 <br /> STRESS INDICES: <br /> CASE MSI VSI <br /> Y1 : 0.956 0.974 <br /> SLENDERNESS RATIO = 4.00 LIMIT = 10.0 ' , <br /> I. <br /> � <br /> ' � <br /> i x <br /> � <br />