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The figure shows the cross-section of a beam that is composed of a wide-flanged structural profile, whose specification is indicated in the figure, and two steel plates, joined by means of screws, placed in pairs with a longitudinal separation of 20 cm . If the beam is subjected to a vertical shear force of 25 KN, determine the shear stress supported by each bolt in the topsheet. Please add the free diagram bo

The figure shows the cross-section of a beam that is composed of a wide-flanged structural profile, whose specification is indicated in the figure, and two steel plates, joined by means of screws, placed in pairs with a longitudinal separation of 20 cm . If the beam is subjected to a vertical shear force of 25 KN, determine the shear stress supported by each bolt in the topsheet. Please add the free diagram bo

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
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The figure shows the cross-section of a beam that is composed of a wide-flanged structural profile, whose specification is indicated in the figure, and two steel plates, joined by means of screws, placed in pairs with a longitudinal separation of 20 cm . If the beam is subjected to a vertical shear force of 25 KN, determine the shear stress supported by each bolt in the topsheet.

Please add the free diagram body. 

3 mm W 460 x 52 Diámetro = 6 mm Perfiles W Aleta Espe- Eje X-X Eje Y-Y - by- A Espe- sor del alma Área A, mm2 Altura Ancho S. 10° mm3 sor Designación 10 mm 10° mm4 Fy 10° mm3 d, mm bf, mm t, mm tw, mm mm mm W920 × 449 57 300 947 424 42.7 24.0 8 780 18 500 391 541 2560 97.0 201 25 600 904 305 20.1 15.2 3 250 7 190 356 93.7 618 60.5 W840 X 299 38 200 856 399 29.2 18.2 4 830 11 200 356 312 1560 90.4 176 22 400 836 292 18.8 14.0 2 460 5 880 330 77.8 534 58.9 W760 × 257 32 900 772 381 27.2 16.6 3 430 8 870 323 249 1310 86.9 147 18 800 754 267 17.0 13.2 1 660 4 410 297 53.3 401 53.3 W690 × 217 27 800 696 356 24.8 15.4 2 360 6 780 292 184 1040 81.3 125 16 000 678 254 16.3 11.7 1 190 3 490 272 44.1 347 52.6 W610 × 155 1 290 257 243 19 700 612 325 19.1 12.7 4 230 108 667 73.9 101 13 000 602 228 14.9 10.5 762 2 520 29.3 257 47.5 W530 X 150 19 200 544 312 20.3 12.7 1 010 3 720 229 103 660 73.4 92 11 800 209 15.6 10.2 554 2 080 217 23.9 229 45.0 66 8 390 526 165 11.4 8.89 351 1 340 205 8.62 104 32.0 W460 × 158 20 100 475 284 23.9 15.0 795 3 340 199 91.6 646 67.6 113 14 400 462 279 17.3 10.8 554 2 390 196 63.3 452 66.3 74 9 480 457 191 14.5 9.02 333 1 460 187 16.7 175 41.9 52 6 650 450 152 10.8 7.62 212 944 179 6.37 83.9 31.0
Transcribed Image Text:3 mm W 460 x 52 Diámetro = 6 mm Perfiles W Aleta Espe- Eje X-X Eje Y-Y - by- A Espe- sor del alma Área A, mm2 Altura Ancho S. 10° mm3 sor Designación 10 mm 10° mm4 Fy 10° mm3 d, mm bf, mm t, mm tw, mm mm mm W920 × 449 57 300 947 424 42.7 24.0 8 780 18 500 391 541 2560 97.0 201 25 600 904 305 20.1 15.2 3 250 7 190 356 93.7 618 60.5 W840 X 299 38 200 856 399 29.2 18.2 4 830 11 200 356 312 1560 90.4 176 22 400 836 292 18.8 14.0 2 460 5 880 330 77.8 534 58.9 W760 × 257 32 900 772 381 27.2 16.6 3 430 8 870 323 249 1310 86.9 147 18 800 754 267 17.0 13.2 1 660 4 410 297 53.3 401 53.3 W690 × 217 27 800 696 356 24.8 15.4 2 360 6 780 292 184 1040 81.3 125 16 000 678 254 16.3 11.7 1 190 3 490 272 44.1 347 52.6 W610 × 155 1 290 257 243 19 700 612 325 19.1 12.7 4 230 108 667 73.9 101 13 000 602 228 14.9 10.5 762 2 520 29.3 257 47.5 W530 X 150 19 200 544 312 20.3 12.7 1 010 3 720 229 103 660 73.4 92 11 800 209 15.6 10.2 554 2 080 217 23.9 229 45.0 66 8 390 526 165 11.4 8.89 351 1 340 205 8.62 104 32.0 W460 × 158 20 100 475 284 23.9 15.0 795 3 340 199 91.6 646 67.6 113 14 400 462 279 17.3 10.8 554 2 390 196 63.3 452 66.3 74 9 480 457 191 14.5 9.02 333 1 460 187 16.7 175 41.9 52 6 650 450 152 10.8 7.62 212 944 179 6.37 83.9 31.0
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