0000043078 00000 n 0000042530 00000 n

%PDF-1.3 %���� 0000523716 00000 n Please note some tables … 0000008395 00000 n

0000055388 00000 n 0000006947 00000 n

Standards, and this may result in a future revision of Span Tables in the Supplements for all stress grades. 0000003517 00000 n 0000008586 00000 n 0000001862 00000 n 0000028790 00000 n 0000042982 00000 n

iii Joists crippled over supports shall be considered as single span joists.

0000493903 00000 n �~H�:�АS����ɇ��H�x�0�G�I���B��� ʶg��� ����D�d)B~a�e������G��tr�TC-H���n�C�X����j�[�)Hv^��\�n==��cA%!��ì*r�6e��]z��@A�Dp-��=}0�t/V�g:(�Fs?%�L�h�Ƌ�c�e�;c��|��~�O����^>���[���4�S���Xapa)p��~���)�o��%U��>J�TC��������m��� �� 7�⬜��2�!�-��3?��:���bC'�o2�:�I@�ڞeB[�i���. 0000524655 00000 n 0000042746 00000 n 0000035762 00000 n 0000002885 00000 n 0000007238 00000 n TECHNICAL DIAGRAM ON PAGE 35 – 30mm M AXIMUM ALLOW ABLE SP ANS (mm) Sheet Roof Spacing (mm) Rafter Size 600 760 900 1000 1200 66 x 30 850 750 700 700 600 90 x 30 1200 1050 1000 900 850 Joist sizes can be found in the span Tables 50 in AS1684. Maximum cantilever can be 25% of allowable span provided the actual backspan is at least twice the actual cantilever. Construction details should be in accordance with AS1684.2: Residential Timber-Framed Construction.

0000002533 00000 n

0000006710 00000 n Sizes greater than 200 mm deep may not be readily available.

Table assumes a maximum flooring mass of 40kg/m2. Posts supporting roof to be directly over deck supports.

0000035740 00000 n '�şÇIœüJ2\ĞM‚ñ¸IÙ%’V¯É�^S¶CTFCˆ¾Û6†2 yN24ʖDzJ+t°Âuµ]ZåÙ.­ù`´Ân´Z‡†ƒ…¶‡ägÖ„"§ŞP¯ˆz±{Óbè�º#å�Y¬©‰n6åw¢—4‘+_³UJ“€ü`Ë2ß&U†B$-¡L"ãúu:âAÜİ�èl;¸6®¼ã”ğ\%Íaî®&º~âş©|ªËšÑwáæ€N½Û¶ŞµëÁûÃ]n@À“‚Š¹©èÄŸ‡Ş†­Ê. 0000005555 00000 n 0000090512 00000 n

Footing and stump details shall be determined in conjunction with the selection of bearers, refer AS1684.

0000090650 00000 n Placing a layer of 110 mm malthoid dampcourse or proprietary protecti on system on top of the joists will increase the service life of the joist, refer Figure 2. Refer Cl 4.2.2.3, AS1684.2 and 3. iv For design parameters, refer to Figure 4.9, AS1684.2 and 3. v …

3.

3. For other situations, such as decks, ... AS1684.2-2010 Appendix B and the FWPA-Timber service life design guide.

0000500993 00000 n 0000008608 00000 n 0000021711 00000 n 3. 0000021733 00000 n Span tables allow users to choose an appropriate size and stress grade to achieve spanning needs. 0000043037 00000 n 0000490761 00000 n 2. 0000015151 00000 n For simple construction, such as domestic construction, this can be determined from span table supplements in AS1684.2 and AS1684.3.

0000007508 00000 n 0000493668 00000 n 0000048473 00000 n For other stress grades and sizes refer to AS1684 Residential timber-framed construction.

0000090357 00000 n 0000004321 00000 n 0000090790 00000 n 0000004969 00000 n 0000015173 00000 n The design software, ‘Timbaspan Professional’, developed for the preparation of the span tables contained in AS 1684 – 2010. 0000001605 00000 n 2.

0000002323 00000 n

Maximum cantilever can be 25% of allowable span provided the actual backspan is at least twice the actual cantilever. 2. 0000004731 00000 n

0000003758 00000 n

u.

This Standard is a companion publication to the following: AS 1684 Residential timber-framed construction 1684.1 Part 1: Design criteria 1684.3 Part 3: Cyclonic areas 1684.4 Part 4: Simplified—Non-cyclonic areas 0000490537 00000 n 0000007574 00000 n Single Span Beams are Posts supporting roof to be directly over deck supports. 0000006243 00000 n 0000072439 00000 n 0000087678 00000 n iR%É( õXnØ›E.Z+¸ÔÑ­ Sizes greater than 200 mm deep may not be readily available. 0000048496 00000 n 0000001710 00000 n 0000004494 00000 n

Span Tables F7 Rafters A maximum roof pitch of 25 degrees is assumed. 0000079264 00000 n Other (more complex) load condition spans can be determined with our free Hyne Timber Design 7.5 software. 4. 0000042553 00000 n

0000008104 00000 n ii The sizes given in this table are not suitable for heavy point loads, except those allowed in Cl 4.3.2.4 of AS1684.2 and AS1684.3.

0000065058 00000 n 0000055365 00000 n

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... Span For the purpose of using these tables, span may be interpreted as the clear distance between supports measured along the beam. Click on the thumbnails below to download the relevant table, you can also download the complete set by clicking on the first thumbnail.

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0000007278 00000 n For other stress grades and sizes refer to AS1684 Residential timber-framed construction.

Joists of 35 mm or 38 mm width are only suitable where proprietary deck fi xings are used which a fi xed to the side of joists. 0000480655 00000 n

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