Two L6 x 6 x 1 equal leg angles (see Table A-7) are attached back-to-back to forma T-section, as shown below. Determine the maximum bending moment that can besupported by the beam if the maximum allowable flexural stress is 20 ksi.Cco L8 X 8 X 1X 7/8X 3/4X 5/8X 1/2L6×6×1Lx 7/8X 3/4X 5/8X 1/2X 3/8TABLE A-7 Equal Leg Angles (U.S. Customary Units)Size andThickness(in.)Weight Area(lb/ft)(in²)$1.045.038.932.726.437.433.128.724.219.614.915.013.211.49.617.7511.09.738.447.115.754.36I(in¹)89.079.669.759.448.6Z35.531.928.224.219.915.4Y-1*ckXZ'A15.814.012.210.38.368.577.636.665.664.613.53Z'LKYAXIS X-X OR Y-YS(in³)2r(in.)2.442.452.472.492.50усT1.801.811.831.841.861.88Xxc or yc(in.)2.372.322.282.232.191.861.821.781.731.681,64*AXIS Z-Z(in.)1.561.571.581.581.591.171.171.171.181.181.19

The maximum allowable stress is

Answered: Two L6 x 6 x 1 equal leg angles (see…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

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An extruded polymer beam is subjected to a bending moment M. The length of the beam is L = 620 mm. The cross-sectional dimensions of the beam are b1 = 39 mm, d1 = 82 mm, b2 = 23 mm, d2 = 23 mm, and a = 8 mm. For this material, the allowable tensile bending stress is 20 MPa, and the allowable compressive bending stress is 12 MPa. Determine the largest moment M that can be applied as shown to the beam.
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determine the maximum bending stress at the section aa of the cable cutter handle applies 225 N force to the handles cross sectional area shown in the figure

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Two L6 x 6 x 1 equal leg angles (see Table A-7) are attached back-to-back to form a T-section, as shown below. Determine the maximum bending moment that can be supported by the beam if the maximum allowable flexural stress is 20 ksi.