Cantilever Deflection (I need help)  HP50

11222020, 04:14 PM
(This post was last modified: 11222020 04:34 PM by CMarangon.)
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Cantilever Deflection (I need help)  HP50
Hello!
(text reading time 2 min) I can solve this problem, but result seems to be a little large. Please help me check it. PRELIMINARY Set Mode RPN , flag 117, Checked for SOFT MENU. Acess Equation Library So access [EQLIB], in the softmenu after [EQNLI], in the softmenu So will appear a Equation Library menu, so go to: COLUMNS AND BEAMS and press ENTER now choose CANTILEVER DEFLECTION Problem 01 Calculate the cantilever deflection at the edge of a beam of steel, of square section, as shown in the picture, with lenght of 20m. Data: L =20m (length) E = 200 000 000 kPa (Elasticity Module or Young's Module, for steel E = 200GPa) I = b.h3/12 = 200 x 300³ /12 = 450 000 000 mm4 (moment of inertia) a = 10m (distance from wall to the point of load) P = 20kN (load point) c = 12m (distance to app. moment M = 5kN.m (app moment) w = 8kN/m (distributed load) x = 20m (at the edge, x=lenght) y =? (variable to calculate) To me t is y = 195 cm. Is it right? Pics Carlos  Brazil Time Zone: GMT 3 http://area48.com 

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Messages In This Thread 
Cantilever Deflection (I need help)  HP50  CMarangon  11222020 04:14 PM
RE: Cantilever Deflection (I need help)  HP50  Geoff  11222020, 05:59 PM
RE: Cantilever Deflection (I need help)  HP50  CMarangon  11222020, 09:51 PM
RE: Cantilever Deflection (I need help)  HP50  Geoff  11232020, 03:02 PM

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