Flexural Members
This chapter contains sections titled: General Remarks Bending Strength and Deflection Design of Beam Webs Bracing Requirements of Beams Torsional Analysis of Beams and Combined Bending and Torsional Loading Additional Information on Beams
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| creator | Yu Wei-Wen LaBoube Roger A |
| description | This chapter contains sections titled:
General Remarks
Bending Strength and Deflection
Design of Beam Webs
Bracing Requirements of Beams
Torsional Analysis of Beams and Combined Bending and Torsional Loading
Additional Information on Beams |
| doi_str_mv | 10.1002/9780470949825.ch4 |
| format | Book Chapter |
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General Remarks
Bending Strength and Deflection
Design of Beam Webs
Bracing Requirements of Beams
Torsional Analysis of Beams and Combined Bending and Torsional Loading
Additional Information on Beams</description><edition>4th Edition</edition><identifier>ISBN: 9780470462454</identifier><identifier>ISBN: 0470462450</identifier><identifier>EISBN: 9781613448786</identifier><identifier>EISBN: 1613448783</identifier><identifier>EISBN: 9780470949825</identifier><identifier>EISBN: 0470949821</identifier><identifier>DOI: 10.1002/9780470949825.ch4</identifier><language>eng</language><publisher>Hoboken, NJ, USA: John Wiley & Sons</publisher><subject>bending strength and deflection ‐ design of flexural members, and sufficient bending strength ; Civil Engineering & Construction Materials ; cold‐formed steel sections, I‐, C‐, T‐sections, Z‐shapes, angles, hat, tubular members, decks and panels ‐ as flexural members ; flexural members ‐ beams supporting transverse loads and/or applied moment ; stress distribution ‐ midline dimensions, strain and stress ; Structural Engineering ; torsional analysis of beams ‐ transverse load not passing through shear center, beam subjected to plane bending and torsional moment</subject><ispartof>Cold-Formed Steel Design, 2010, p.1-1</ispartof><rights>2010</rights><rights>Copyright © 2010 John Wiley & Sons, Inc.</rights><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Uhttps://content.knovel.com/content/Thumbs/thumb5030.gif</thumbnail><linktopdf>$$Uhttps://onlinelibrary.wiley.com/doi/pdf/10.1002/9780470949825.ch4$$EPDF$$P50$$Gwiley$$H</linktopdf><linktohtml>$$Uhttps://onlinelibrary.wiley.com/doi/full/10.1002/9780470949825.ch4$$EHTML$$P50$$Gwiley$$H</linktohtml><link.rule.ids>775,776,780,789,4309,27902,52507,52655</link.rule.ids></links><search><contributor>LaBoube, Roger A</contributor><contributor>Yu, Wei‐Wen</contributor><creatorcontrib>Yu Wei-Wen</creatorcontrib><creatorcontrib>LaBoube Roger A</creatorcontrib><title>Flexural Members</title><title>Cold-Formed Steel Design</title><description>This chapter contains sections titled:
General Remarks
Bending Strength and Deflection
Design of Beam Webs
Bracing Requirements of Beams
Torsional Analysis of Beams and Combined Bending and Torsional Loading
Additional Information on Beams</description><subject>bending strength and deflection ‐ design of flexural members, and sufficient bending strength</subject><subject>Civil Engineering & Construction Materials</subject><subject>cold‐formed steel sections, I‐, C‐, T‐sections, Z‐shapes, angles, hat, tubular members, decks and panels ‐ as flexural members</subject><subject>flexural members ‐ beams supporting transverse loads and/or applied moment</subject><subject>stress distribution ‐ midline dimensions, strain and stress</subject><subject>Structural Engineering</subject><subject>torsional analysis of beams ‐ transverse load not passing through shear center, beam subjected to plane bending and torsional moment</subject><isbn>9780470462454</isbn><isbn>0470462450</isbn><isbn>9781613448786</isbn><isbn>1613448783</isbn><isbn>9780470949825</isbn><isbn>0470949821</isbn><fulltext>true</fulltext><rsrctype>book_chapter</rsrctype><creationdate>2010</creationdate><recordtype>book_chapter</recordtype><sourceid/><recordid>eNpVj81Lw0AQxVdEUGrAqzePXlJnsrOb3WMo1goVDwoel93NFGtSU7L1o_-9ifXiwGOYefMGfkJcIkwRoLixpQEqwZI1hZrGVzoS2bBDjZLIlEYf_87jDemCFJ2KLKU3GIokabRn4mLe8vdH79urB94E7tO5OFn5NnH21yfiaX77PFvky8e7-1m1zJtSUW4CmlpFiJKCDZZQUfSkPLH29QpZlV4hoY91wdpoZBkYQFJEaWMwciLw8PVr3fLecei6JjkEN3K5f1xu4Bo1ZK4Pmea9--TWbfv1xvf7wfPbHfeu2QFU8FJURv4A7bxM4Q</recordid><startdate>2010</startdate><enddate>2010</enddate><creator>Yu Wei-Wen</creator><creator>LaBoube Roger A</creator><general>John Wiley & Sons</general><general>John Wiley & Sons, Inc</general><scope/></search><sort><creationdate>2010</creationdate><title>Flexural Members</title><author>Yu Wei-Wen ; LaBoube Roger A</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-k754-8b18d5c0c34b9b94154ca45a4e6adf1e57a5141acd2e6861e3be0034c139cb83</frbrgroupid><rsrctype>book_chapters</rsrctype><prefilter>book_chapters</prefilter><language>eng</language><creationdate>2010</creationdate><topic>bending strength and deflection ‐ design of flexural members, and sufficient bending strength</topic><topic>Civil Engineering & Construction Materials</topic><topic>cold‐formed steel sections, I‐, C‐, T‐sections, Z‐shapes, angles, hat, tubular members, decks and panels ‐ as flexural members</topic><topic>flexural members ‐ beams supporting transverse loads and/or applied moment</topic><topic>stress distribution ‐ midline dimensions, strain and stress</topic><topic>Structural Engineering</topic><topic>torsional analysis of beams ‐ transverse load not passing through shear center, beam subjected to plane bending and torsional moment</topic><toplevel>online_resources</toplevel><creatorcontrib>Yu Wei-Wen</creatorcontrib><creatorcontrib>LaBoube Roger A</creatorcontrib></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Yu Wei-Wen</au><au>LaBoube Roger A</au><au>LaBoube, Roger A</au><au>Yu, Wei‐Wen</au><format>book</format><genre>bookitem</genre><ristype>CHAP</ristype><atitle>Flexural Members</atitle><btitle>Cold-Formed Steel Design</btitle><date>2010</date><risdate>2010</risdate><spage>1</spage><epage>1</epage><pages>1-1</pages><isbn>9780470462454</isbn><isbn>0470462450</isbn><eisbn>9781613448786</eisbn><eisbn>1613448783</eisbn><eisbn>9780470949825</eisbn><eisbn>0470949821</eisbn><abstract>This chapter contains sections titled:
General Remarks
Bending Strength and Deflection
Design of Beam Webs
Bracing Requirements of Beams
Torsional Analysis of Beams and Combined Bending and Torsional Loading
Additional Information on Beams</abstract><cop>Hoboken, NJ, USA</cop><pub>John Wiley & Sons</pub><doi>10.1002/9780470949825.ch4</doi><tpages>1</tpages><edition>4th Edition</edition></addata></record> |
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| identifier | ISBN: 9780470462454 |
| ispartof | Cold-Formed Steel Design, 2010, p.1-1 |
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| language | eng |
| recordid | cdi_knovel_primary_chapter_kt00A0W2A8 |
| source | Wiley Online Library All Obooks |
| subjects | bending strength and deflection ‐ design of flexural members, and sufficient bending strength Civil Engineering & Construction Materials cold‐formed steel sections, I‐, C‐, T‐sections, Z‐shapes, angles, hat, tubular members, decks and panels ‐ as flexural members flexural members ‐ beams supporting transverse loads and/or applied moment stress distribution ‐ midline dimensions, strain and stress Structural Engineering torsional analysis of beams ‐ transverse load not passing through shear center, beam subjected to plane bending and torsional moment |
| title | Flexural Members |
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