The cantilevered beam uses a W36ox79 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 = 11.7 kN.m. What is the bending stress at the uppermost point C ofthe web at this cross section?PМоCDL Wide-Flange Sections or W Shapes SI UnitsFlangeх-х ахisУ-у ахisWebArea Depth thickness width thicknessbịDesignationAdmm x kg/m mm?10° mm| 10 mm mm106 mm 10° mm mmmmmmmmmm7 5906 640W460 x 604558.00153.013.32552121 1201837.9610432.4W460 x 524507.62152.010.89421796.3483.430.9W410 x 8510 80041710.90181.018.23151 51017118.019940.89 5108 560W410 x 744139.65180.02751731 3301 20016.017015.640.5W410 x 674108.76179.014.424516913.815440.2W410 x 536 8204037.49177.010.918692316510.111438.5W410 x 465 8904036.99140.011.21567741635.1473.429.5W410 x 394 9603996.35140.08.81266321594.0257.428.51 2801 030894W360 x 7910 1003549.40205.016.822715024.223648.98 1507 200W360 x 643477.75203.013.517914818.818548.0W360 x 573587.87172.013.116014911.112939.3W360 x 516 4503557.24171.011.61417941489.6811338.7W360 x 455 7103526.86171.09.81216881468.1695.437.8W360 x 394 9603536.48128.010.71025781433.7558627.5W360 x 334 1903495.8412708.582.94751412.9145.826.4

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e section are given by the table. The beam is subjected to the concentrate the couple moment Mo clockwise such that the bending moment just to int B is M = 11.7 kN.m. What is the bending stress at the uppermost

e section are given by the table. The beam is subjected to the concentrate the couple moment Mo clockwise such that the bending moment just to int B is M = 11.7 kN.m. What is the bending stress at the uppermost

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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