http://www.bing.com:80/search?q=Deflection+Angle+and+Intersection+AngleSearch resultshttp://www.bing.com:80/s/a/rsslogo.gifhttp://www.bing.com:80/search?q=Deflection+Angle+and+Intersection+AngleCopyright © 2026 Microsoft. All rights reserved. These XML results may not be used, reproduced or transmitted in any manner or for any purpose other than rendering Bing results within an RSS aggregator for your personal, non-commercial use. Any other use of these results requires express written permission from Microsoft Corporation. By accessing this web page or using these results in any manner whatsoever, you agree to be bound by the foregoing restrictions.https://www.eng-tips.com/threads/allowable-deflection-of-beams.455337/Deflection in beam design implies relatively slow (nearly static) deflection of a beam. A beam subjected to vibrations means that you need to be looking into a dynamic or vibration analysis. That will tell you the vibration frequency, amplitude, etc and compare that to the allowable limits of the equipment.Wed, 22 Apr 2026 16:28:00 GMThttps://www.eng-tips.com/threads/curtain-wall-deflection-limits.417223/The deflection limits for the wall studs are typically more stringent than the CW deflection (say L/600 for brick). If the curtainwall is attached to the adjacent jamb which was designed assuming a vertically spanning curtainwall, then the stud will either be forced into a greater deflection or overstressed.Sun, 19 Apr 2026 08:39:00 GMThttps://www.eng-tips.com/threads/brick-deflection-limits.159624/I am aware of the commonly accepted limits of 0.30" or L/600 for brick lintels, whichever is less. For very long spans the 0.30 requirement can be unreasonable. For example, a 40 ft. span truss that deflects 0.50 inches (L/960) has less angular rotation than a 15 ft. beam that deflects 0.30...Tue, 21 Apr 2026 03:43:00 GMThttps://www.eng-tips.com/threads/do-you-always-limit-header-deflection-to-l-240-or-better.500800/Hey guys, just wondering here if you guys always limit your header deflection to L/240(or higher)? I've read where it can be applied from the roof and floor limits provided in the code, but does it say that explicitly? Or do you use your own judgement on it?Wed, 22 Apr 2026 21:35:00 GMThttps://www.eng-tips.com/threads/lateral-deflection-for-glass.423164/What horizontal deflection criteria do you use for glass / windows? IBC 2009, 2403.3 Framing. To be considered firmly supported, the framing members for each individual pane of glass shall be designed so the deflection of the edge of the glass perpendicu1ar to the glass pane shall not exceed...Tue, 21 Apr 2026 11:42:00 GMThttps://www.eng-tips.com/threads/maximum-deflection-drift-due-to-wind.375945/Can anyone direct me where I can find some information about the maximum allowable deflection of a Structure due to wind loads? What is a limit for tall buildings? What code and where in the code reference this? There ia a tall building and in a windy day people claim they feel the motion, how...Wed, 22 Apr 2026 19:27:00 GMThttps://www.eng-tips.com/threads/allowable-deflection-of-pipe.166324/HI guys, Anyone know how to consider allowable deflection of pipe? As I found, it seemed each engineering company have difference value of allowable deflection of pipe for design. Thanks, DaveTue, 21 Apr 2026 23:31:00 GMThttps://www.eng-tips.com/threads/deflection-of-beam-supporting-a-concrete-slab.18129/The deflection of the steel beam only needs to be limited to l/360 if there are brittle finishes which may crack. (ie laster etc) i would normally limit the delfection of a steel beam carrying a concrete floor to l/360 for imposed loads only and l/250 for dead + imposed.Fri, 17 Apr 2026 20:37:00 GMThttps://www.eng-tips.com/threads/cantilevered-beam-deflection-limits-vs-simple-span-beam.343455/G'day people. Random question: why is the deflection limit for cantilevered beams typically twice that for a simple spanning beam? For example, deflection limit for a simple spanning beam would be say L/400 and for a cantilevered condition it would be 2L/400 (L/200). Why would the cantilevered...Thu, 23 Apr 2026 00:27:00 GMThttps://www.eng-tips.com/threads/deflection-limits-not-just-l-360.171939/You are suggesting eliminating calculation of live load deflection and do L/360 for TL. This doesnt always work. Where I work I have scenario where the live load is very big (80+ psf snow) so Probably the L/480 live load will control. I also size beams to support walls with heavy stone veneer, roof with some roof load.Mon, 20 Apr 2026 20:33:00 GMT