A cantilever beam of IPN 300 section and length L=3m supports a slightly inclined load P=2,5KN at the free end (see Figure Q2).2.1 Plot a graph of the stress ?? at point A as a function of the angle of inclination ?. [16]2.2 Plot a graph of the angle ?, which locates the neutral axis n-n, as a function of the angle ?. See Table F-2 of Appendix F for the dimensions and properties of the beam (When plotting the graphs, let ? vary from 0 ?? 10°). Appendix FTable F-2Properties of European Standard BeansDesignationPN 550PN 500PNPN 400450PN 380PN 360PN 340PN 320PN300PN 280PN260PN 240PN 220PN 200PN180PN 160Mass Area Depth Widthper of of ofsection section sectionmeterGAhkg/mcm²mm166 2125501411795001159248476.1686154.247.941.936.231.126.221.917.914.311.11471181079786.777.7696153.345040028026046.1 24039.5 22033.420027.922.8380360340320300180160140120100PN 14018.3PN 12014.2PN 1008.3410.6PN 805.947.58 80Note: Axes 1-1 and 2-2 are principal centroidal asesmm2001851701551491439890827466Thickness137131 11.512558504219 301827119 10.11139.41068.7tmm13.71312.2 18.316.2 24.3 45850 204014.4 21.6 29210 1460Strong axis 1-1S₁ста5.75.14cm20.5 24010 1260109019.5 19610157001251017.310.8 16.2 980013.112.27.5 11.399180 361068740 27506.9 10.46.39.58.67,74.5 6.83.95.915.2759014.1 5740425030602140145093557332817177.87826535424423542782141611174₂cm21.6 3490 34919.613.512.711.9Weak axis 2-2į S₂cm¹cm²³17.7 1730 20315.7 1160149248015 97513114.2 818 1147.26.45.61T81.954.7 4.8134.2 4.0119.5 3.211.110.49.59 2218.8 162811755545136484.772.2cm4.023.7221.5 7.4112.26.293.433.1361.22.45512.3241.72.233.12.0226 1.8733.022.92.82.672.5681.3 19.81.7114.8 1.5554.735.2 10.7 1.41.231.070.91 NnBCAFaFigure Q2: Cantilever Beam.

Given data: A cantilever beam of IPN 300 section Length of beam, L=3m Inclined load, P=2.5 kN It is…

A cantilever beam of IPN 300 section and length L=3m supports a slightly inclined load P=2,5KN at the free end (see Figure Q2). 2.1 Plot a graph of the stress ?? at point A as a function of the angle of inclination ?. [16] 2.2 Plot a graph of the angle ?, which locates the neutral axis n-n, as a function of the angle ?. See Table F-2 of Appendix F for the dimensions and properties of the beam (When plotting the graphs, let ? vary from 0 ?? 10°).

A cantilever beam of IPN 300 section and length L=3m supports a slightly inclined load P=2,5KN at the free end (see Figure Q2). 2.1 Plot a graph of the stress ?? at point A as a function of the angle of inclination ?. [16] 2.2 Plot a graph of the angle ?, which locates the neutral axis n-n, as a function of the angle ?. See Table F-2 of Appendix F for the dimensions and properties of the beam (When plotting the graphs, let ? vary from 0 ?? 10°).

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.5.16P

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