Wide-Flange Sections or W Shapes SI UnitsFlangeх-х ахisУ-у ахisWebArea Depth thickness width thicknessdDesignationAbịmm x kg/m mm?10° mm10 mm3 mm 10 mm 10° mm mmmmmmmmmmW460 x 607 5904558.00153.013.32551 1201837.9610432.4W460 x 526 6404507.62152.010.82129421796.3483.430.9W410 x 8510 80041710.90181.018.23151 51017118.019940.8180.0179.0W410 x 749 5108 5606 8205 8904 9604139.652751 3301 20016.017015.617340.5W410 x 674108.7614.424516913.815440.2W410 x 534037.49177.010.918692316510.111438.5W410 x 464036.99140.011.21567741635.1473.429.5W410 x 393996.35140.08.81266321594.0257.428.5W360 x 7910 1003549.40205.016.82271 28015024.223648.98 1507 2006 4505 710W360 x 643477.75203.013.51791 03014818.818548.0160141W360 x 573587.87172.013.189414911.112939.3W360 x 513557.24171.011.67941489.6811338.7W360 x 453526.86171.09.81216881468.1695.437.8W360 x 394 9603536.48128.010.71025781433.7558.627.5W360 x 334 1903495.8412708.582.94751412.9145.826.4 The cantilevered beam uses a W360x79 wide-flange section. The geometric properties ofthe section are given by the table. The beam is subjected to the concentrated load P andto the couple moment Mo clockwise such that the bending moment just to the right ofpoint B is M = 25.6 kN.m. What is the percentage of the bending moment resisted bythe stresses acting on the web?МL -LH

a cantilever beam use W360*79 wide flendge section

The cantilevered beam uses a W360X79 wide-flange section. The geometric properties of the section are given by the table. The beam is subjected to the concentrated load P and to the couple moment M, clockwise such that the bending moment just to the right of point B is M = 25.6 kN.m. What is the percentage of the bending moment resisted by the stresses acting on the web? P Mo L L

The cantilevered beam uses a W360X79 wide-flange section. The geometric properties of the section are given by the table. The beam is subjected to the concentrated load P and to the couple moment M, clockwise such that the bending moment just to the right of point B is M = 25.6 kN.m. What is the percentage of the bending moment resisted by the stresses acting on the web? P Mo L L

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter10: Statically Indeterminate Beams

Section: Chapter Questions

Problem 10.4.23P: A cant i levé r b ea m i s supported by a tie rod at B as shown. Both the tie rod and the beam are...

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