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02/08/95 09:57 $`61Z 638 1411 SCHERER BROS MED ��i VUJOVICH CONST. [�1007/007 <br /> =sc��s=ss��==��c=na����=_�___�����==o=s���=�sas�t=��..-��===asa��as� .. <br /> � BEAM SIZE:1.750 X 11.875 GL3100-2.0 NUMBER OF MEMBERS = 2 � ' <br /> ��===c===mya�zs-�c====M=�a— _c====-==c—�--=_=--===-m::m====c=�==_=� <br /> CONNECTION , <br /> ��m� <br /> *** DESIGN AS5UMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM, <br /> SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. <br /> *** ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE <br /> STAGGERED AT 12.00" C/C, <br /> *** COMPRESSION EDGE BRACING REQUIRED AT 29" O.C. OR LESS. <br /> LOAD LOAD LOAD W1 W2 Xl X2 <br /> CASE TYPE SPAN SHAPE (PLF) (PLF) (FT) (FT} <br /> ALL^ -�-- -j-- --�__ --236-2---- ------- 0.0 8.5 ' <br /> ALL D 1 U 236.2 O.0 8.5 <br /> 1 L 7. U 630.0 0.0 8.5 <br /> 1 L 1 U _ 630.0 0.0 8 .5 <br /> MAXIMUM DESIGN SECTION FORCES (FT-LBS) , (LBS) : <br /> LOAD CASE MOMENT SHEAR <br /> ---+1---- 14730 7144 <br /> .� ,� <br /> SUPPORT REACTIONS (LB3) : ��,,.�,n/1 '�j � <br /> =.r o„ . <br /> � <br /> CASE B E A R I N G N U M B E R ; <br /> ---- -------------------------- „ � <br /> 1 2 � <br /> 1 7363 7363 <br /> CAS� HEARING SIZES (IN) �; <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 0 136 0 275 749 0 187 0 412 545 <br /> STRFSS INDICES: <br /> CASE MSI VSI <br /> 1 0.603 0.773 <br /> 5LENDERNESS RATIO = 3.39 LIMIT = 10.0 <br /> � <br /> � <br /> � <br /> � � <br /> I � <br /> d <br />