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Y!�'��*" .�3+' ' -� a T* °'".Ie g.. �^�r' - - �d�;� � � 6'�' � t^ 1 _ __•�" ' - '-.-: •...�.�,,�w+a�•T� �, x d Y�tw��.� �' r '�$> � ��.� �/ � '�� _&' � I �=, - ,� _ � �� � � --- ��- .k, =��`���� ��� ` � ���► �} �. . � �,� �� :r � - _ 4 GS't. - f �� � v� ` �� T�� ;�� !• � � � yY � ��1- �""`�� �r �f 3 i � �� - ' � , � � � � I . , Cross Section ,� I � � � AJS 10 & AJS 20 AJS 25 � i � >I zx^ I� �I 3,�" '<— w � >� z��� �<- � �� 3r� I<- A z�„ ; >� < >� � I<— � ; �g„ �� 3,�„ �� � > < ?9� �� z,�,, I� A ;> <- ' > � � > �, � 7a" I 3�i" I � j > <- � ; � > < � �6� —> ;Q i 'g 16° � �k t I � 14^ � � � i�'e" I I�" �4° � aa" ��'�� � 911" � i 91�" I i � , � � . , _ ' I i � e - ; - � - � � �x�� � ���� 'r ���� r ���� � ���� � �N�� � � ���� � ��� - , - � , - - - - - - - - - - - = � Section Properties '� Working Stress Design 100% Load Duration � � � Allowabfe I � �d.� aio,,,,ab�e .;.,Allowable Reactions EI K wr gShear ....................:........... I Moment Extenor � Intermedia[e nz-Ib x 10° x 10° Joist Depth b ' ( ) ...(�) .....IWQ ..........................��.... ......f�.—�b�...... ......n?....... ......Pb?.......:......Pb�....... .......... .... . .. ... . . . . . .. .. . .. .. i � 9 %z 2368 1 I60 I 144 . 2929 220 5.2 2.5 � AJS 10 � �' I 1 %a" 3158 1490 I 144 : 2929 373 6.6 2.8 i " �� � � (2�c3."B Spr.}��.: 14 3876 1792 I 144 ': 2929 546 7.8 3.0 i _ �,�: I b" 4556 2066 I 144 : 2929 744 9.0 3.3 I ��j: 9 �" 2854 I I 60 I 144 : 2929 220 5.2 2.5 i AJS 20 ��.€ I I %a" 3807 1490 I 144 2929 373 b.b 2.8 ' (2x3 MSR)�J1; 4671 1792 I 144 : 2929 546 7.8 3.0 � �`'• I b" 5490 2066 I 144 : 2929 744 9.0 3.3 i � � 1': -'i' 9 %z" 4085 I I60 I 144 2929 307 5.3 3.1 � ,AJS 25 �.': I I %s" 5453 1490 I 144 : 2929 519 6.7 3.4 � (2x4M5R)� ;: 14" 6694 1792 I 144 : 2929 759 79 3J - �j: I 6" 7872 2066 I 144 : 2929 1028 9.I 3.9 Notelsl , ' Ii NewYork state ' � � I MJnimum bearing widths are I �"at exterior support and 3 fi"at intermediate support department ' � Listed of state ' 2. Allowable reactions are for joistr without web stiffeners. Certificate of 3. Fir�allowable reactions using web stiffeners see page 21,"Allowable Joist Reaction" acceptability ICBO-ES No 0070-R 4. B Spr•Black Spruce. I � 5. Deflection:Deflection of uniform load and simple span is calculated with the following formula: PFC-55O4 MEA 247 97 M � Volume II i � � _ �5 wL4 + wLz �384 EI K Legend: Listed � Deiledion in inches Listed � i EI Stiffness value from table B O �A w Uniform load in Ib/inch � . K Shear deflection factor from table '�� IL Centerline to centerline span in inches �� � � No.99 23 • 3 ----_--- No.9707B April 1998 � I I ' ,, ►� -, , Maximum Floor Spans—Glued � Nailed � Worlang Stress Design—I 00% Load Duration ' Minimum Code Criteria lmproved Performance Q ' Live Load L/480 Live Load . ; �q�l� Lo d�PS� I 2 I 6" I 9.2" 24" 12" 16" I 9.2" 24" �� N otes: �, 9 �" 40/10 20'-8" I 8'-0" I b'-6" I 4'-9" I 8'-8" I 7'—I" I 6'—I" I 4'-9" I aP licat oP onl.�mple span 40/15 19'-10" 17'-2" IS'-8" 14'-0" 18'-8" 17'—I" I S'--8" I 4'-0" I SPPns a I toys 40/20 19'-0" I6'—b" 15'-0" 13'-5" 18'--8" I6'-6" 15'-0" 13'—S" 2. Minimum end bearing length is 4O130 17'-7" IS'-3" 13'—I I" 12'—S" 17'-7" 15'-3" 13'—I I" 12'-5" .................................................................................................................................................................... .... I Yz",except for bold spans I I �/s" 40/10 24'—I" 20'-10" 19'-0" 17'-0" 22'-3" 20'-3" 19'-0" 17'-0" min.3�� i 40/15 22'—I I" 19'-10" 18'-2" I6'-3" 22'-3" 19'-10" 18'-2" I6'-3" 3. Maximum spans;are measured 40/20 22'-0" 19'-0" 17'—�}" 15'-6" 22'-0" 19'-0" 17'�F" IS'-6" centerline to centerline of o �� �_ „ „ „ ,_ „ �� bearing and are based on — �IOl3O 20'-4 17 7 I b'—I" 14'�{ 20'1} 17 7 I b'—I" 14'-4 N ............................ .. .. .. ....................... ...................................................... ...... ................... ......... uniformly loaded joists. Q 14" 40/10 26'-8" 23'—I" 21'—I" 18'-10" 25'-2" 23'-0" 21'—I" 18'-10" 4., Total load deflection is limited 4Q/15 25'-5" 22'-0" 20'-1" 18'-0" 25'-2" 22'-0" 20'—I" 18'-0" to uz4o. i 40/20 24'�" 21'-1" 19'-3" 17'-2" 24'-4" 21'—I" 19'-3" 17'-2" - 5 Refertoappropriatesedions 40/30 22'-6" I9'-6" 17'-10" 15'—II" 22'—b" 19'-6" 17'-10" 1S'—II" ofthis Manual for installation ........................................................... ................................................................................................. ................. g � , I6" 40/10 28'—II" 25'-0" 22'-10" 20'-5" 27'—II" 25'-0" 22'-10" 20'-5" � onstrudion I de alsines and c 40/15 27'-7" 23'-10" 21'-9" 19'-6" 27'-7" 23'-10" 21'-9" 19'--b" � 6. Allowable spans;take into 40/20 26-5' 22'-10' 20'-10" 18'-8' 26-5" 22-10' 20-10" 18'�" � � � � � � � � � consideration thie composite 40/30 24'-5" 21'-2" 19'-4" 17'-3" 24'-5" 21'-2" I 9'�" 17'-3" I effed from the nailed and I gluedsubfloorfordefledion � ; 9 �2" 40/10 20'-8" 18'-10" 17'-5" 15'-7" 18'—$" 17'—I" Ib'—I" 15'-4" I purposes only. 40/�S 20'-8" 18'-3" I6'-7" 14'-10" IS'-8" 17'—I" I6'—I" 14'-10" � 7 � The adhesives used should be 40/20 20'-2" 17'-5" 15'-1I" 14'-3" 18'-8" 17'—I' 15'—I I" 14'-3" approved for Field-gluing 4Q/30 18'-8" I 6'-2" 14'-9" 13'-2" 18'-8° I b'-2" 14'-9" 13'-2" ' Plywood to Lumber FraminS ...................................................... ...... ..... .... .................................. for Floor Systems. I I �/8�� 40/10 24'-7" 22'—I" 20'-2" 18'-0" 22'-3" 20'-3" 19'-2" 18'-0" � Apply per manufacturers written instructions or see 40/15 24'-4" -0" 19'-2" 17'-2" 22'-3" 20'-3" I 9'-2" 17'-2" Page 4,Note I I�of this Manual 40/20 23'-3" 20'-2" I S'-5" I6'-5" 22'-3" 20'-2" 18'-5" 16'S" 8. Allowable spans�take into e��v 40/30 21'—b" 18'-8" 17'-0" I S'-3" 21'—b" 18'-8" 17'-0" I S'-3" ............................................................................................................................................................................. consideration repetitive � 14" 40/10 27'-10" 24'-5" 22�' 19'—I I' 25'-2 23'-0' 21-9' 19'—I I" member increases. a i 40/15 26'—I I" 23'-4" 2 I'-3" I 9'-0" 25'-2" 23'-0" 2 I'-3" I 9'-0" � ' 40/20 25'-9" 22'-4" 20'-4" 18'-3" 25'-2" 22'�" ZO'�F" 18'-3" � '�' ....................40/30.....23'-10" ...20-8'......18'-10"....16�-����....23'-10"....20'-8.......18'-10.....16,_��,. .. . ... I' ' I b" 40/10 30'-7" 26'—b" 24'-2" 21'�" 27'—I I" 25'-6" 24'—I" 21'--8" I , 40/15 29'-2" 25'-3" 23'—I" 20'-8" 27'—I I" 25'-3" 23'—I" 20'-8" � � 40/20 27'—I I" 24'-2" 22'—I" 19'-9" 27'—I I" 24'-2" 22'—I" 19,_9" � , 40/30 25'-10" 22'—S" 20'-5" 18'-3" 25�-10" 22'-5" 20'-5" 18'-3" I ' ' 9 �" 40/10 22'-9" 20'-10" 19'-7" 18'-7" 20'-7" 18'-9" 17'-9" I b'-9" '� ` 40/15 22'-9" 20'-10" 19'-7" 17'-9" 20'-7" 18'-9" 17'-9" I6'-9" � ' 40/20 22'-9" 20'-10" I 9'—I" 17'-0" 20'-7" 18'-9." 17'-9" I6'-9" ' 40/30 21'-7" 19'�1" 17'-8" IS'-9" 20'-7" 18'-9" 17'-8" 15'-9" � ........................................................................ ....................................................................................................... � I I %a" 40/10 27'—I" 24'-9" 23'-4" 21'-7" 24'—b" 22'-�" 2 I'—I" 19'—I I" � i ' 40/15 27'—I" 24'-9" 23'-0" 20'-7" 24'—b" 22'�" 2 I'—I" I 9'—I I" i 40/20 _27'—I" 24'—I" 22'-0" 19'-8" 24'-6" 22'-4" 21'-1" 19'-8" �+ � 40/30 25'-8" 22'�F" 20'-4" 18'_3" 24'—b" 22'�" 20'�" I8'�3" ' N ............................... .............. ............. ............. .............. ............. ........ .............. ....... .. ' : ..... ..... ..... .... ..... ..... ......... ..... .. � � 14" 40/10 30'-9" 28'-0" 26'-5" 23'-11" 27'-10" 25'�" 23'—II" 2Z'-7" � a 40/IS 30'-9" 27'—II" 25'—b" 22'_9„ 27'-10" 25'-�F" 23'—II" 22'_7" ' 40/20 30'-9" 26'-9" 24'_5" 21'—l0" 27'-10" 25'�" 23'-11" 21'_l0" ' 40/30 28'-7�� 24�_y�� 22�_���.... i9�_9" 27'-10�� 24�_y�� Z2�_�,� iy�_y�� � ..................................... ....................................... ................................................................ ..................... � I6" 40/10 34'-0" 31'-0" 29'-0" 25'—II" 30'-9" 28'-0" 26'-5" 25'-0" 40/15 34'-0" 30'-3" 27'�" 24'_9" 30'-9" 28'-0" 26'_5" 24'_9" � 40/20 3.3'—b" 29'-0" 26'-5" 23'—I" 30'-9" 28'-0" 26'-5" 23'—I" ' 40/30 31'-0" 26'—!0" 24'-6" 19'-9" 30'-9" 26'—(0" 24'�" 19'-9" 7 ; April 1993 � , .. . , , I FloorL-AJS 20 Allowable Uniform Loads, plf � � Worl�ng Stress Design '�, � 1 � ' Cenrerline , 9�fi" I I�/s" 14" 16" I , ' to Live ' Live Total Live Live i Torel Live Live Toml Live Live Total � ; Cencerline Load � Load Load Load Load Load Load Load Load Load Load Load ii �f U360 ` U480 U240 LI360 IJ480 ; LI240 U360 � V480 U240 L/360 U480 LI240 BearinB(ft) j . Notes: ; 10 228 � 199 228 229 229 ; 229 229 ' 229 ' 229 229 ' 229 229 I Tables assume no composite adion provided by sheathing. I� I 89 155 189 208 208 208 208 208 , 208 208 i 208 208 i 1 ! i 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 to centerline of bearing 3. Minimum bearing is I /z" 13 131 ' 98 I 35 176 I 60 ' 176 176 I 76 176 176 � 176 176 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 support to top flange. � . O 'O, 5. Loads shown meet the 15 88 i 66 , I 01 135 I 08 ; 135 153 ; I 53 153 I53 153 ! I 53 specified deflection criteria. i I � � � . Ib 73 , 55 ; 89 119 ' 90 ; 119 143 ' 129 ° 143 143 : 143 143 6. Check both Live Load ' 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 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 duration. ' 19 45 ; 33 ' 63 74 56 ; 84 104 ` 80 ; 104 120 107 120 i � ;I 20 38 ' 29 ; 57 64 48 ; 76 93 � 69 , 93 I10 ; 93 I10 ' 21 33 ' 25 50 S6 42 ; 69 81 60 85 100 81 100 ; / 22 29 ' 22 i 44 49 ; 37 i 63 71 � 53 ; 77 91 ; 7� ; 9� I �� 23 26 ': 19 � 38 43 32 � 58 62 � 47 , 71 83 � 63 83 ; 24 23 ; 17 ; 34 38 28 ; 53 55 ; 41 65 74 ; 55 ` 76 ' 25 20 I S 30 34 25 49 49 37 60 bb 49 70 , � 26 18 � 13 � 27 30 ; 23 I 45 44 � 33 � 55 59 ' 44 65 ; ' � 27 Ib ' 12 24 27 ' 20 � 40 39 29 51 53 � 40 60 � 28 14 II ; 22 24 ' 18 � 36 35 � 26 � 48 47 ; 36 56 i I 29 13 10 19 22 I6 ; 33 32 24 44 43 32 52 � 30 I2 ; 9 ; I8 20 ! 15 � 30 29 ; 22 ' 42 �',39 � 29 49 II 31 11 8 Ib 18 13 � 27 26 ; 20 39 35 27 46 ' 32 10 i 7 : IS Ib ` 12 i 25 24 ; 18 ` 36 ��32 24 43 ; � ! ; ' ; 33 9 ; 7 13 15 II 22 22 I6 33 29 22 40 34 8 ; b � 12 14 ! 10 � 21 20 � 15 30 '27 ; 20 : 38 ' � 35 7 6 ' II 13 ' 9 19 18 � 14 27 25 ; 19 36 ; 36 7 5 ! 10 12 ; 9 ; 17 17 13 25 23 17 34 i i i I � il 11 . � i April 1998 � �i � I �