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, .. . , , I <br /> FloorL-AJS 20 Allowable Uniform Loads, plf <br /> � � Worl�ng Stress Design <br /> '�, � 1 <br /> � <br /> ' Cenrerline , 9�fi" I I�/s" 14" 16" <br /> I , ' to Live ' Live Total Live Live i Torel Live Live Toml Live Live Total <br /> � ; Cencerline Load � Load Load Load Load Load Load Load Load Load Load Load <br /> ii �f U360 ` U480 U240 LI360 IJ480 ; LI240 U360 � V480 U240 L/360 U480 LI240 <br /> BearinB(ft) <br /> j . <br /> Notes: ; 10 228 � 199 228 229 229 ; 229 229 ' 229 ' 229 229 ' 229 229 <br /> I Tables assume no composite <br /> adion provided by sheathing. I� I 89 155 189 208 208 208 208 208 , 208 208 i 208 208 <br /> i 1 ! i <br /> 2. Spans are measured centerline �2 �Sq i �Z2 ' I 59 I 91 ` I 91 � I 91 I 91 ' I 91 . I 91 I 91 ' I 91 I 91 <br /> to centerline of bearing <br /> 3. Minimum bearing is I /z" 13 131 ' 98 I 35 176 I 60 ' 176 176 I 76 176 176 � 176 176 <br /> 4. Provide continuous lateral �4 I O6 � 80 i I I 7 I55 i 3I ; I55 I 63 ; I 63 I 63 I 63 i I 63 I 63 <br /> support to top flange. � . O 'O, <br /> 5. Loads shown meet the 15 88 i 66 , I 01 135 I 08 ; 135 153 ; I 53 153 I53 153 ! I 53 <br /> specified deflection criteria. i I � � <br /> � . Ib 73 , 55 ; 89 119 ' 90 ; 119 143 ' 129 ° 143 143 : 143 143 <br /> 6. Check both Live Load ' <br /> and Total Load values. �] b I ' 46 79 I 02 76 I 05 I 29 I 09 I 29 I 35 � I 35 I 35 <br /> 7 Tables are for I 00%load �8 5Z ; 39 � 70 87 ` 65 i 94 I I S 93 I I5 I 27 � I 25 ' I27 <br /> duration. <br /> ' 19 45 ; 33 ' 63 74 56 ; 84 104 ` 80 ; 104 120 107 120 <br /> i � <br /> ;I 20 38 ' 29 ; 57 64 48 ; 76 93 � 69 , 93 I10 ; 93 I10 <br /> ' 21 33 ' 25 50 S6 42 ; 69 81 60 85 100 81 100 <br /> ; / <br /> 22 29 ' 22 i 44 49 ; 37 i 63 71 � 53 ; 77 91 ; 7� ; 9� <br /> I �� 23 26 ': 19 � 38 43 32 � 58 62 � 47 , 71 83 � 63 83 <br /> ; 24 23 ; 17 ; 34 38 28 ; 53 55 ; 41 65 74 ; 55 ` 76 <br /> ' 25 20 I S 30 34 25 49 49 37 60 bb 49 70 <br /> , � 26 18 � 13 � 27 30 ; 23 I 45 44 � 33 � 55 59 ' 44 65 <br /> ; <br /> ' � 27 Ib ' 12 24 27 ' 20 � 40 39 29 51 53 � 40 60 <br /> � 28 14 II ; 22 24 ' 18 � 36 35 � 26 � 48 47 ; 36 56 <br /> i <br /> I <br /> 29 13 10 19 22 I6 ; 33 32 24 44 43 32 52 <br /> � 30 I2 ; 9 ; I8 20 ! 15 � 30 29 ; 22 ' 42 �',39 � 29 49 <br /> II 31 11 8 Ib 18 13 � 27 26 ; 20 39 35 27 46 <br />' 32 10 i 7 : IS Ib ` 12 i 25 24 ; 18 ` 36 ��32 24 43 <br /> ; � ! <br /> ; ' ; 33 9 ; 7 13 15 II 22 22 I6 33 29 22 40 <br /> 34 8 ; b � 12 14 ! 10 � 21 20 � 15 30 '27 ; 20 : 38 <br />' � 35 7 6 ' II 13 ' 9 19 18 � 14 27 25 ; 19 36 <br /> ; 36 7 5 ! 10 12 ; 9 ; 17 17 13 25 23 17 34 <br /> i i i <br /> I � <br /> il <br /> 11 . � <br /> i <br /> April 1998 <br /> � <br /> �i <br /> � I � <br />