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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.

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.

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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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. C co
Transcribed Image Text: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. C co
L8 X 8 X 1 X 7/8 X 3/4 X 5/8 X 1/2 L6×6×1 L x 7/8 X 3/4 X 5/8 X 1/2 X 3/8 TABLE A-7 Equal Leg Angles (U.S. Customary Units) Size and Thickness (in.) Weight Area (lb/ft) (in²) $1.0 45.0 38.9 32.7 26.4 37.4 33.1 28.7 24.2 19.6 14.9 15.0 13.2 11.4 9.61 7.75 11.0 9.73 8.44 7.11 5.75 4.36 I (in¹) 89.0 79.6 69.7 59.4 48.6 Z 35.5 31.9 28.2 24.2 19.9 15.4 Y -1*ck X Z' A 15.8 14.0 12.2 10.3 8.36 8.57 7.63 6.66 5.66 4.61 3.53 Z' LK Y AXIS X-X OR Y-Y S (in³) 2 r (in.) 2.44 2.45 2.47 2.49 2.50 ус T 1.80 1.81 1.83 1.84 1.86 1.88 X xc or yc (in.) 2.37 2.32 2.28 2.23 2.19 1.86 1.82 1.78 1.73 1.68 1,64 *AXIS Z-Z (in.) 1.56 1.57 1.58 1.58 1.59 1.17 1.17 1.17 1.18 1.18 1.19
Transcribed Image Text:L8 X 8 X 1 X 7/8 X 3/4 X 5/8 X 1/2 L6×6×1 L x 7/8 X 3/4 X 5/8 X 1/2 X 3/8 TABLE A-7 Equal Leg Angles (U.S. Customary Units) Size and Thickness (in.) Weight Area (lb/ft) (in²) $1.0 45.0 38.9 32.7 26.4 37.4 33.1 28.7 24.2 19.6 14.9 15.0 13.2 11.4 9.61 7.75 11.0 9.73 8.44 7.11 5.75 4.36 I (in¹) 89.0 79.6 69.7 59.4 48.6 Z 35.5 31.9 28.2 24.2 19.9 15.4 Y -1*ck X Z' A 15.8 14.0 12.2 10.3 8.36 8.57 7.63 6.66 5.66 4.61 3.53 Z' LK Y AXIS X-X OR Y-Y S (in³) 2 r (in.) 2.44 2.45 2.47 2.49 2.50 ус T 1.80 1.81 1.83 1.84 1.86 1.88 X xc or yc (in.) 2.37 2.32 2.28 2.23 2.19 1.86 1.82 1.78 1.73 1.68 1,64 *AXIS Z-Z (in.) 1.56 1.57 1.58 1.58 1.59 1.17 1.17 1.17 1.18 1.18 1.19
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