Question

40kN Uniform Load W kN/m X Span L L/2 Figure 1 SPAN L 6 W 11Kn/m Beam is 200 UB 18.2 Use the diagram above and the W and L values assigned to you to: a) Use your shear force diagram to calculate the Maximum longitudinal Shear Stress and where it occ Ccurs. b) Calculate the longitudinal Shear Stress at d/4 from the neutral axis. Check Figures 283 below this table BENDING MOMENT DIAGLAM Kp/m f:40 zm 7.5 KN-M 90 20 120KN-m B.M 120K -M onesteel Build Standards manufacturing AUSTRALIAN MADE Universal Beams Table 13 Universal Beams - Dimensions and Properties About xaxis About raxis Designation Depth of Section Flange Web Root Depth Between Flanges Gross Area of Torsion Constant Warping Designation Thickness Radius Constant Width Thickness d bt. Section b. t 2t A mm 10mm 0mm 10mm 0mm 10 mm kg/m mm 10mm 10'mm* 0Pmm mr mm mr mm mm mm mm 4.0 572 93 450 610 UB 125 612 229 19.6 115 481 55 6000 986 3230 3680 249 343 536 496 1560 610 UB 125 13 607 228 14C 572 1450C 875 246 30C 298C 17.3 11 2 51 627 2880 3290 343 469 48.7 114 13 40 577 57 101 602 228 148 540 734 2530 2900 9 3 47.5 790 101 106 3000 76 242 402 2530 02 502 11800 590 530 UB 924 533 209 15 4.0 492 6.37 554 2080 2370 21 23.8 228 355 44 T75 530 UB 92.4 28 502 477 2070 30 82.0 209 13.2 4.C 52.3 75 10500 1810 21 201 93 3 1 521 330 820 919 160 19 421 610 18 8.6 42 460 UB 821 16.0 99 14 433 566 10500 372 1840 303 701 460 UB 821 RIS 190 91 1460 18 41 1 624 271 746 457 145 14 428 9520 33 1660 66 530 74 6 191 184 153 708 67 454 12 85 114 421 504 715 8580 296 1300 1480 145 238 412 378 671 7: 40 38 216 168 467 410 UB 597 171 12 14 488 665 7640 1060 1200 121 209 39 337 410 UB 597 7 381 188 179 403 6890 165 394 53.7 537 171 10.9 14 501 7.82 933 1060 103 115 38. 234 17 8.0 6.3 161 28 98 360 UB 562 355 13 1.4 333 416 7240 01C 149 11.0 39 33 33C 360 UB 567 24 58.5 430 A47 M7 en 310 UB 462 310 UB 46.2 165 779 404 304 102 61 1.4 284 465 5210 64 569 633 129 7.65 42 38.3 15 165 404 298 3.0 918 8.91 424 4.42 925 4080 32 20 5L 41 250U 250 UB 89: 214 .. 86 34 384 145 EA 942 33. 14 124 285 25 319 411 67. 248 80 50 12.0 232 46.4 3270 354 10- 255 636 27 367 25.7 3820 200 UB 298 207 134 63 8.9 188 29.8 565 291 28 316 871 386 575 88.4 31 1 105 376 200 UB 29.8 90 301 89 292 254 254 203 7.8 58 188 323 815 3230 236 232 260 854 306 46.1 709 62" 202 2870 208 855 31 22 3 22.3 133 7.0 50 188 375 914 21.C 23 2.75 13 63.4 45.0 26.0 10 184 60 98 675 180 30 357 38. 182 70 409 2320 15 8 82 6 114 22 104 182 159 201 180 UB 222 179 90 10.0 60 89 26. 420 2820 53 71 195 736 122 271 423 81.6 871 180 UB 222 175 90 89 18 18 8C 50 159 318 53 2300 121 15 724 0974 217 337 20. M 1 6 BC 5 88 2040 173 90 23 16. 71 45 89 154 35 3 6T 10 6 720 0853 9C 294 20. 31 161 179 150 UB 18.0 155 60 3 22 362 2300 905 13 621 0672 282 17 60 356 150 UB 18.0 150 1780 8 8 140 70 50 80 212 500 49 13 2 20.8 281 25 40 664 166 | HI a le a aa

Answer 1

11 kN/m 40KN B Gm the peam the fB'D af To DCus 40kN B. RA Supperf Reah ans App ic tre candihons of eGuilibium 116 RA RA+RB PAPRE fve RBXC ron EDt 1CATIONAL USE

366 t KN usins RAHPB- RA= RB 92 ENL RA 13 KN PA ccauins fB p uith Seppart Reahion

shenr forte piagym tne to Noe DriCiws at suppot A Shear fen ce Span ICm Shen Eentc A-B Pcturcn S.FE ndepat 2 Im. 210N 13I Sif 3-1102 2 S.Fucz 2 KN 11203 1B 3 F 2223 7 S.F2 13 7 531KN Forrc Betucan 40KN

shcar ferte Diagaram tne Praw EN/M BkN 1 35 13 HIN A 60 -Pe to Tre mapimm Sespiat Sp Tot atthe Shcar ferC 2 NHES FOR EDUCATIONAL USE C ddaramy

8n9itudina Sher To find RCazimym &t-essin the faam the given Straderdtebks is ther insthe 200 UB lP 2 Stuctne Dimationcil pataof Beorm is tE o mm M19fmm f44 mm NCutal aspJ- arcar of s cehon qhave tre 2 2320 mm 17 1GO

A) ALYITARY A 4/4 mh ALS 9902 S92 mm 42/r mm G2 4 HG mm Shcor StayDis sven y SaY

A A1tAR 1a1nsmn ALPA2 C93191.2 P8 4 m 460 6 92 8P4-2 nl-25x 19112 40.65 mm

Say The 26. 794 N/mn t 2G-294