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Showing results for tags 'Cantilever'.
Found 4 results
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What is the Deflection Criteria of cantilever Beam and how to model & analyse Tapered Section of Beam in etab i.e D is 3.5' at start and 1.5' at end . Pic attached. The Upward Camber will provide any effect on the reduction of Deflection ? @UmarMakhzumi need ur Expert Opinion
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Hello everyone. I have a cantilever beam spanning 16 ft and supported on a load bearing wall. Can anyone provide details about cantilever backspan with reference to code? -
cantilever beam fails in etabs no matter how big section I assign. Please help! my etabs file in attached herewith. cantilever beam failure elevation view grid 2.bmp cantilever beam failure.Docx shear failure in cantilever beam.bmp house for thulo kancha uncle 2.EDB -
Asalamualaikum, I have applied point load on cantilever beam (Lx=1m Ly=0.1m Lz=0.1m) at its free end (1N in z direction). i have divided the load on each node at top and bottom fibre (as shown in figure). why the software showing the SXY and and SYZ stresses since they will only develop due to torsion. it should show only SZX stress which are due to shear i.e VQ/Ib. i have also put poison ratio as zero. if i change the loading condition to uniform distributed loading, then it gives SXY,SYZ=0. Thankyou attached is the file showing x and y axis of the beam. it also shows sxy, syz and szx respectively.
