0000007238 00000 n For other stress grades and sizes refer to AS1684 Residential timber-framed construction. 0000493668 00000 n 0000001862 00000 n 0000003517 00000 n 0000500993 00000 n For other stress grades and sizes refer to AS1684 Residential timber-framed construction. 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 Joist sizes can be found in the span Tables 50 in AS1684. The design software, ‘Timbaspan Professional’, developed for the preparation of the span tables contained in AS 1684 – 2010. Posts supporting roof to be directly over deck supports. 0000524655 00000 n 0000008586 00000 n 0000042553 00000 n 0000048496 00000 n 0000090357 00000 n Span tables allow users to choose an appropriate size and stress grade to achieve spanning needs. 0000004731 00000 n For other situations, such as decks, ... AS1684.2-2010 Appendix B and the FWPA-Timber service life design guide. Posts supporting roof to be directly over deck supports. 0000483041 00000 n Span Tables F7 Rafters A maximum roof pitch of 25 degrees is assumed. 0000079264 00000 n 0000523716 00000 n Other (more complex) load condition spans can be determined with our free Hyne Timber Design 7.5 software. 0000493903 00000 n 0000048473 00000 n 0000002323 00000 n 0000055388 00000 n 0000002301 00000 n 0000035762 00000 n 0000042530 00000 n 0000005555 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. 0000015173 00000 n 0000007278 00000 n 0000006947 00000 n 0000008608 00000 n 2. trailer << /Size 129 /Info 54 0 R /Encrypt 69 0 R /Root 68 0 R /Prev 718329 /ID[<9fe0b0a5a00a612e464a6e35d5743e37><48575b2e0c794dcd6e92653055b55c10>] >> startxref 0 %%EOF 68 0 obj << /Type /Catalog /Pages 56 0 R /Metadata 55 0 R /JT 66 0 R /PageLabels 53 0 R >> endobj 69 0 obj << /Filter /Standard /R 2 /O ( U�V�.�`�����Dz�-���#_m�_�}�g) /U (-WPg��O�B_�z{G���S+_�8�:.�1\)�) /P -12 /V 1 /Length 40 >> endobj 127 0 obj << /S 239 /L 421 /Filter /FlateDecode /Length 128 0 R >> stream 0000065058 00000 n 0000008104 00000 n Maximum cantilever can be 25% of allowable span provided the actual backspan is at least twice the actual cantilever. 0000007508 00000 n 0000006243 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���. 0000087678 00000 n 0000004969 00000 n %PDF-1.3 %���� 3. 67 0 obj << /Linearized 1 /O 70 /H [ 1862 461 ] /L 719797 /E 524944 /N 6 /T 718339 >> endobj xref 67 62 0000000016 00000 n Single Span Beams are 3. 0000090650 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.

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