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� GENERAL NOTES MEMBER FORCES FROM LEFT TO RIGHT - L�. CON�. 1 <br /> TOP CHORD BOTTDM CHORD WE6S REACTIONS TOP CHOR�: [1I 4X2 A]/M2 CAN. S-P-F <br /> 1. MPPLY A 2X3 OR 2%4 CONTINUOUS RIBBDN TO THE END(S) OF THE TRUSS T �- 0 B Sa 1424 W ]_ -121 W 7= -250 (V)R 1� 852 BOTTOM CHORD: I1� 4X2 #1/A'2 CAN. S-P-F <br /> AS SHOWN. T 2� -2373 B 2= 2703 W 2= -1589 W 8= 097 (V)R 2s B52 <br /> Z. SPECIAL NEB ANGLES ARE INDICATEO BY AN ASTERISK (*1. T 3= -2373 B 3= 1707 H 3= 1054 W 9� -1472 (H1R 1= p WEBS: 4X2 STU� CAN. S-P-F <br /> T 4= -2516 B 4= 382 W 4= -250 W 10= 668 STANDARD NEB LEN6TH: 32 INCHES <br /> T 5= -2516 W 5= -366 W 11= -906 STANDARD WEB ANGLE: 24.0 DEGREES <br /> T 6� -382 W 6� -208 W 12= -28 FECDMMEN�ED CAMBER: i/�6 INCHES <br /> T 7= 0 NUMBER OF TRUSSES: 1 <br /> �i:cr..�;' LIVE LOAD.... 40.0 F.S.F. 1.15FB USED PER SECTION 4.2.3.2 <br /> �[ �EAD LOA�.... 10.0 P.S.F. OF THE NOS. <br /> CEILING O.L.. 5.0 P.s.F. DEFLECTION CRITERION: L/360 <br /> !��<'-; TOTAL 55.0 P.s.F. <br /> ��r` 1.00 DURATION FACTOR <br /> .� <br /> �'; <br /> � <br /> m " ., m � � m � � m <br /> tn i m i rl i v a � a m a o �n <br /> a � a � a m � ., cn m �n m ., <br /> .., � m cn � <br /> � <br /> 16.00" <br /> � <br /> m ^ � � u� v <br /> m � i i t i i i <br /> i i m a m a m in <br /> m a � U, m <br /> � <br /> 3.50 " � 3.50 " � <br /> 16'-0.00" OVERALL LENGTH � <br /> MODEL20 TPI 24.00" O.C. 2/9/93 <br /> A F � ORTRUS� DESIGN <br /> EBCO-4 /NAME 3.03 � 3.�� <br />