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1) Knowing that the beam is a rolled steel profile W 200 x 46.1 and that P = 30 KN, L = 1.2m and E= 200GPa, determine the deflection at point A. y A P -L/2 BY Dimensão Área nominal PERFIS DE ABAS LARGAS Altura A, mm² d, mm L/2 W200 x 86 11000 222 71 9100 216 59 7550 210 52 6650 206 46,1 5890 203 41,7 5320 205 35,9 4570 201 의 I Abas Lar- gura br, mm 209 206 205 204 203 166 165 Es- pes- sura tr. mm 20,6 17,4 14,2 12,6 11,0 11,8 10,2 THI Espes- sura Ix da alma 10 mm fw, mm 13,0 10,2 9,1 60,8 7,9 52,9 7,2 45,8 7,2 40,8 6.2 34,5 94,9 76,6 Eixo X-X W 10 mm mm 855 92,7 709 579 89.7 514 89,2 451 398 343 10 Eixo Y-Y r Wy mm 10 mm 31,3 91,7 25,3 300 246 20,4 199,0 17,73 173,8 88,1 15,44 152,1 87,6 9.03 106,8 86,9 7.62 92,4 ry mm 53,3 52,8 51,8 51,6 51,3 41,1 40,9

1) Knowing that the beam is a rolled steel profile W 200 x 46.1 and that P = 30 KN, L = 1.2m and E= 200GPa, determine the deflection at point A. y A P -L/2 BY Dimensão Área nominal PERFIS DE ABAS LARGAS Altura A, mm² d, mm L/2 W200 x 86 11000 222 71 9100 216 59 7550 210 52 6650 206 46,1 5890 203 41,7 5320 205 35,9 4570 201 의 I Abas Lar- gura br, mm 209 206 205 204 203 166 165 Es- pes- sura tr. mm 20,6 17,4 14,2 12,6 11,0 11,8 10,2 THI Espes- sura Ix da alma 10 mm fw, mm 13,0 10,2 9,1 60,8 7,9 52,9 7,2 45,8 7,2 40,8 6.2 34,5 94,9 76,6 Eixo X-X W 10 mm mm 855 92,7 709 579 89.7 514 89,2 451 398 343 10 Eixo Y-Y r Wy mm 10 mm 31,3 91,7 25,3 300 246 20,4 199,0 17,73 173,8 88,1 15,44 152,1 87,6 9.03 106,8 86,9 7.62 92,4 ry mm 53,3 52,8 51,8 51,6 51,3 41,1 40,9

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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1) Knowing that the beam is a rolled steel profile W 200 x 46.1 and that P = 30 KN, = 1.2m and E = 200GPa, determine the deflection at point A. L= A P L/2 BY W200 x 86 71 P Dimensão Área Altura nominal A, mm² d, mm PERFIS DE ABAS LARGAS 11000 222 216 9100 7550 59 210 52 6650 206 46,1 5890 203 41,7 5320 205 35,9 4570 201 의 I -X L/2- 209 206 205 204 203 166 165 Abas Lar- gura br, mm Es- pes- sura tr, mm 20,6 17,4 14,2 12,6 11,0 11,8 10,2 Espes- sura Ix da alma 10 mm tw, mm 13,0 94,9 10,2 76,6 9,1 60,8 7,9 52,9 7,2 45,8 7,2 40,8 6,2 34,5 Eixo X-X Wx 10 mm³ rx mm 855 92,7 709 91,7 579 89,7 514 89,2 451 88,1 398 87,6 343 86,9 10 Eixo Y-Y Wy mm 10 mm ly 31,3 25,3 300 246 20,4 199,0 17,73 173,8 15,44 152,1 9,03 106,8 7,62 92,4 ry mm 53,3 52,8 51,8 51,6 51,3 40,9
Transcribed Image Text:1) Knowing that the beam is a rolled steel profile W 200 x 46.1 and that P = 30 KN, = 1.2m and E = 200GPa, determine the deflection at point A. L= A P L/2 BY W200 x 86 71 P Dimensão Área Altura nominal A, mm² d, mm PERFIS DE ABAS LARGAS 11000 222 216 9100 7550 59 210 52 6650 206 46,1 5890 203 41,7 5320 205 35,9 4570 201 의 I -X L/2- 209 206 205 204 203 166 165 Abas Lar- gura br, mm Es- pes- sura tr, mm 20,6 17,4 14,2 12,6 11,0 11,8 10,2 Espes- sura Ix da alma 10 mm tw, mm 13,0 94,9 10,2 76,6 9,1 60,8 7,9 52,9 7,2 45,8 7,2 40,8 6,2 34,5 Eixo X-X Wx 10 mm³ rx mm 855 92,7 709 91,7 579 89,7 514 89,2 451 88,1 398 87,6 343 86,9 10 Eixo Y-Y Wy mm 10 mm ly 31,3 25,3 300 246 20,4 199,0 17,73 173,8 15,44 152,1 9,03 106,8 7,62 92,4 ry mm 53,3 52,8 51,8 51,6 51,3 40,9
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