http://www.strucalc.com/engineering-resources/normal-stress-bending-stress-shear-stress/ Thu, 29 Jul 2010 17:07:18 +0000 http://wordpress.org/?v=2.7.1 hourly 1 http://www.strucalc.com/engineering-resources/normal-stress-bending-stress-shear-stress/comment-page-1/#comment-1123 News and Articles » StruCalc™ Fri, 06 Nov 2009 01:38:01 +0000 http://www.strucalc.com/company-info/normal-stress-bending-stress-shear-stress/#comment-1123 [...] Normal Stress, Bending Stress, & Shear Stress [...] [...] Normal Stress, Bending Stress, & Shear Stress [...]

]]> http://www.strucalc.com/engineering-resources/normal-stress-bending-stress-shear-stress/comment-page-1/#comment-810 Hamish Mon, 10 Nov 2008 11:15:06 +0000 http://www.strucalc.com/company-info/normal-stress-bending-stress-shear-stress/#comment-810 please help. reply to my email with any assistance please help.
reply to my email with any assistance

]]> http://www.strucalc.com/engineering-resources/normal-stress-bending-stress-shear-stress/comment-page-1/#comment-809 Hamish Mon, 10 Nov 2008 11:09:30 +0000 http://www.strucalc.com/company-info/normal-stress-bending-stress-shear-stress/#comment-809 This is the equation used for 3 point bending? the equation for 4 point is F = UTS x 2bd^2 / 3(l-a) x 1000 for KN but when calculating bending stress for low Carbon Steel Rectangular Hollow Section 50x25x1.6 what equation do you use? is the Inertia of the object changed? please help.. im very confused.. cant find any relevant information.. Thankyou This is the equation used for 3 point bending?
the equation for 4 point is
F = UTS x 2bd^2 / 3(l-a) x 1000
for KN
but when calculating bending stress for low Carbon Steel Rectangular Hollow Section 50×25x1.6
what equation do you use?
is the Inertia of the object changed?
please help..
im very confused..
cant find any relevant information..
Thankyou

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