Steel Design

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<p> : : : : - (...) () - (...) - Amarican concrete institute (ACI 318-99)</p> <p> = = = = = = = (m.) (kg.) , (Ton.) (ksc.) (kg.-m.) (kg.-m.) (kg.) Metric *******</p> <p>******* </p> <p>Developed by (MUTT 2008)</p> <p>Project : Owner : Location : , Fy (ksc.) , Fb (ksc.) , Es (ksc.) = = = 2,400 1,440 2,100,000 X = 4 m.</p> <p>Date : Number:</p> <p>1/24/2013</p> <p> : , (kg./m. )2</p> <p> := = = = = = = = = 50 50 26.565 50 37.27 100.00 1.00 100.00 2.25 102.25 Wo+Wy X , (m.) Y , (m.) = tan (X/Y)-1</p> <p>= = =</p> <p>Y = 2 m. 4 2 26.565</p> <p> , (kg./m.2) , (Degree) , P (kg./m.2) , (kg./m.2) , (m.) , (kg./m.) , (kg./m.) , W (kg./m.) </p> <p> ,Wo (kg./m.2) = </p> <p> , L (m.) x , Wx = Wsin , (kg./m.) y , Wy = Wcos , (kg./m.) x , Mx = WyL /8 , (kg.-m.) y , My = WxL2/8 , (kg.-m.) 2</p> <p>= = = = =</p> <p>4.00 45.73 91.46 257.45 91.46 17.878 3.88 11.6 cm.3 cm.4</p> <p> Sx=Mx/Fb , cm.^3 = </p> <p>[-60x30x10x1.6 mm.</p> <p>Sx Ix</p> <p>= =</p> <p>Sy Iy</p> <p>= =</p> <p>1.32 2.56</p> <p>cm.3 cm.4</p> <p> : Mx Sx + My Sy &gt; Fb 1,440 Not. Ok.</p> <p>fb = (Mx/Sx)+(My/Sy) cm. cm. all 1.111 Not. Ok.</p> <p>Engineer : License :</p> <p>Project : Owner : Location : , Fy (ksc.) , Fb (ksc.) , Es (ksc.) = = = 2,400 1,440 2,100,000 X = 4 m.</p> <p>Date : Number:</p> <p>1/24/2013</p> <p> : , (kg./m. )2</p> <p> := = = = = =2</p> <p>30 10 16.699 50 4.06 44.06 42.20 42.20 1.35 56.97</p> <p>X , (m.) Y , (m.) = tan (X/Y)-1</p> <p>= = =</p> <p>Y = 1.2 m. 4.00 1.20 16.699</p> <p> , (kg./m.2) , (Degree) , P (kg./m.2) , (kg./m.) , (kg./m.2) </p> <p> 16.7 &lt; 18 w = 56.97 kg,/m. </p> <p> , (kg./m. ) = ,Wo (kg./m.2) = , (kg./m.) , (m.) , W (kg./m.) = = =</p> <p>A</p> <p>L = 4.18 m.</p> <p>B</p> <p>a = 1.04 m. Rb = 185.88 kg. 59.48</p> <p>Ra = 111.53 kg. 111.53</p> <p> , M(max) (kg.-m.) = 109.16 7.581</p> <p>B ASFD. -126.4 M1 = 109.16 kg.-m.</p> <p> S=Mmax/Fb , cm. = </p> <p>[-100x50x20x2.3 mm. Sx Ix = = 16 80.7 cm.3 cm.4</p> <p>Light Lip Channels Sy Iy = = 6.06 19 cm.3 cm.4</p> <p>B ABMD. M2 = 31.05 kg.-m.</p> <p> : , all = L/360 (cm.) , max (cm.) max = = 1.160 1.122</p> <p>Aall &lt; 1.160 Ok.</p> <p>Bmax = 1.122 cm. Deffection</p> <p>1.12</p> <p>\</p> <p> [-100x50x20x2.3 mm. @ 1.35 m. </p> <p>Engineer : License :</p> <p>Project : Owner : Location : , Fy (ksc.) , Fb (ksc.) , Es (ksc.) = = = 2,400 1,440 2,100,000 X = 2.5 m.</p> <p>Date : Number:</p> <p>1/24/2013</p> <p> : , (kg./m. )2</p> <p> := = = = = =2</p> <p>50 50 24.702 50 4.06 104.06 94.54 35.58 130.11 1.00 130.11</p> <p>X , (m.) Y , (m.) = tan (X/Y)-1</p> <p>= = =</p> <p>Y = 1.15 m. 2.50 1.15 24.702</p> <p> , (kg./m.2) , (Degree) , P (kg./m.2) , (kg./m.) , (kg./m.2) </p> <p>w = 130.11 kg,/m. </p> <p> , (kg./m. ) = ,Wo (kg./m.2) = , (kg./m.) , (m.) , W (kg./m.) = = =</p> <p>A</p> <p>L = 2.75 m.</p> <p>BRb = 179.03 kg.</p> <p>Ra = 179.03 kg. 179.03</p> <p> , M(max) (kg.-m.) = 123.16 8.553</p> <p>B ASFD. 179.03 M(max) = 123.16 kg.-m.</p> <p> S=Mmax/Fb , cm. = </p> <p>[-100x50x20x2.3 mm. Ix Sx = = 80.70 16.00 cm.4 cm.3</p> <p>Light Lip Channels Iy Sy = = 19.00 6.06 cm.4 cm.3</p> <p>A</p> <p>BMD.</p> <p> : , all = L/360 (cm.) , max (cm.) max = = 0.764 0.573</p> <p>Bmax = 0.573 cm.</p> <p>Aall &lt; 0.764 Ok. Deffection</p> <p>B</p> <p>0.57</p> <p>\</p> <p> [-100x50x20x2.3 mm. @ 1 m. </p> <p>Engineer : License :</p> <p>Project : Owner : Location : </p> <p>Date : Number:</p> <p>1/24/2013</p> <p> , Fy (ksc.) , Fb (ksc.) , Es (ksc.) = = = 2,400 1,440 2,100,000 Analysis by Superposition</p> <p> : , L (m.) , (kg./m.2) , (kg./m.2) , (kg./m.) , W Fig.2 , P (kg.) Fig.3 , P1 (kg.) a1 Fig.3 , a1 (m.) Fig.4 , P2 (kg.) a2 Fig.4 , a2 (m.) Fig.5 , P3 (kg.) a3 Fig.5 , a3 (m.)= = = = = = = = = = = = = P1 Fig.3 Simply 3.17 50 50 9.02 2.25 245.30 m. kg./m. P Fig.2 L/2 = 1.59 m.</p> <p>w = 245.295 kg./m.</p> <p>Fig.1</p> <p>A</p> <p>L = 3.17 m.</p> <p>B</p> <p>A</p> <p>L/2 = 1.59 m.</p> <p>B</p> <p>A</p> <p>a1 P2</p> <p>b1</p> <p>B</p> <p> , M(max) (kg.-m) , V(max) (kg.)= = 308.12 388.8 21.3971</p> <p>Fig.4</p> <p> S=Mmax/Fb , cm. = </p> <p>A</p> <p>a2 P3</p> <p>b2</p> <p>B</p> <p>2[]-125x50x20x2.3 mm. Ix Sx = = 274.00 43.80 cm.4 3</p> <p>Light Lip Channels Iy = = 41.20 12.44 cm. cm.4 3</p> <p>Fig.5</p> <p>cm. Sy</p> <p>A</p> <p>a3</p> <p>b3</p> <p>B</p> <p>Fv = 0.4xFy , (ksc.) fv = Vmax/(d*tw) , (ksc.) = = 960 135.23 &lt; Fv Ok.</p> <p> , max = (5WL^4/384EI) , all = L/360 </p> <p>\ max</p> <p>= =</p> <p>0.561 0.881</p> <p>cm. cm. &gt; max Ok.</p> <p>\</p> <p> 2[]-125x50x20x2.3 mm. Engineer : License :</p> <p>Project : Owner : Location :</p> <p>Date : Beam No.</p> <p>2/13/2010</p> <p> , fy (ksc.) , Es (ksc.) , L (m.) , Mmax (kg.-m.) , Vmax (kg.) , Fb = 0.6fy (ksc.) , S (cm.3) = TIS 1227 OR JIS G3101 OR ASTM A-36 = = = = = = = = Ix Sx rx = = = SS 400 2,400 2,100,000 1.00 200 500 1,440 13.89 2,690 227.00 8.3 cm.4 cm.3 cm. Iy Sy ry = = = 507 68.00 3.61 cm.4 cm.3 cm.</p> <p> .. = = 39.01 30.60 cm.2 kg./m.</p> <p>= WF-200x150x6x9 mm.</p> <p> Lp = (636*bf/(Fy) bf/2tf = = = = = = = = 300 194.73 8.33 1 73.61 1,309.98 15.27 960.00 42.96 &lt; Fv Ok &lt; 227 Ok &lt; (3585x104*Cb)/Fy)=</p> <p>cm. cm. &lt; Lp</p> <p>= 11.10 Compact</p> <p>544/Fy</p> <p> Cb (7173x10*Cb)/Fy) = 54.67 &lt; Lb/rt 122.22</p> <p> Fb (ksc.) Sx = Mmax/Fb , (cm.3)</p> <p>\</p> <p>Fv = 0.4xFy , (ksc.) fv = Vmax/(d*tw) , (ksc.)</p> <p>=</p> <p> , max = (5WL^4/384EI) , all = L/360 = 0.2778 cm. : , N (cm.) , R/(tw*(N+2.5k)) , (ksc.)= = -</p> <p>\ max</p> <p>=</p> <p>0.0001</p> <p>cm.</p> <p>&gt;</p> <p>max=</p> <p>Ok. -</p> <p> , Ra (kg.) &lt; &gt;0.66Fy Ra = = -</p> <p> , R=282tw2{1+3(N/d)(tw/tf)1.5}(Fywtf/tw) = : , N (cm.) , R/(tw*(N+5k)) , (ksc.) , R=564tw2{1+3(N/d)(tw/tf)1.5}(Fywtf/tw)= = = -</p> <p> , P (kg.) = &lt; &gt;0.66Fy P = = -</p> <p>Engineer : License :</p> <p>Wide Flange ShapesDimension (mm.) HxB 100x100 125X125 150X75 150x100 150X150 175X175 200x100 200x150 200X200 250x125 t1 6.0 6.5 6.0 6.0 7.0 7.5 4.5 5.5 6.0 8.0 12.0 10.0 5.0 6.0 11.0 250X250 8.0 9.0 14.0 300X150 300x200 5.5 6.5 8.0 9.0 12.0 9.0 300X300 10.0 15.0 11.0 6.0 350X175 7.0 8.0 8.0 9.0 13.0 350X350 10.0 16.0 12.0 19.0 7.0 400X200 8.0 9.0 400X300 9.0 10.0 15.0 t2 8 9 9 9 10 11 7 8 9 12 12 16 8 9 11 13 14 14 8 9 12 14 12 14 15 15 17 9 11 13 12 14 13 16 16 19 19 11 13 15 14 16 15 r 10 10 9 11 11 12 11 11 13 13 13 13 12 12 16 16 16 16 13 13 18 18 18 18 18 18 18 14 14 14 20 20 20 20 20 20 20 16 16 16 22 22 22 Section Area (cm.) 21.90 30.31 22.12 26.84 40.14 51.21 23.18 27.16 39.01 63.53 71.53 83.69 32.68 37.66 82.06 84.70 92.18 104.70 40.80 46.78 72.38 83.36 107.70 110.80 119.80 134.80 134.80 52.68 63.14 73.68 88.15 101.50 135.30 146.00 166.60 173.90 198.40 72.16 84.12 96.16 120.10 136.00 178.50 Weight (kg/m.) 17.2 23.8 17.4 21.1 31.5 40.20 12.20 21.30 30.60 49.90 37.80 44.20 17.30 29.6 64.40 44.70 72.4 82.2 32.00 36.70 56.80 65.40 84.50 87.00 94.00 106 106 41.40 49.60 57.8 69.2 79.7 106 115 131 137 156 55.6 66 75.5 94.3 107 140 Moment of Inertia Ix (cm.4) 383 847 815 1,020 1,640 2,880 1,580 1,840 2,690 4,720 4,980 6,530 3,540 4,050 8,790 9,930 10,800 11,500 6,320 7,210 11,300 13,300 16,900 18,800 20,400 21,500 23,400 11,100 13,600 16,100 18,500 21,700 28,200 33,300 35,300 40,300 42,800 20,000 23,700 27,500 33,700 38,700 49,000 Iy (cm.4) 134 294 63.70 151.00 563 984 114 134 507 1,600 1,700 2,200 255 294 2,940 3,350 3,650 3,880 442 508 1,600 1,900 5,520 6,240 6,750 7,100 7,730 792 984 1,180 3,090 3,650 9,380 11,200 11,800 13,600 11,400 1,450 1,740 2,030 6,240 7,210 16,300</p> <p>350x250</p> <p>400X400</p> <p>11.0 400X400 18.0 13.0 21.0 18.0 8.0 450X200 9.0 10.0 10.0 450X300 11.0 13.0 9.0 500X200 10.0 11.0 11.0 500X300 11.0 13.0 10.0 600X200 11.0 12.0 13.0 12.0 600X300 700x300 800x300 900x300 12.0 14.0 13.0 13.0 14.0 14.0 16.0</p> <p>18 18 21 21 28 12 14 17 17 18 21 14 16 19 15 18 21 15 17 20 23 17 20 23 20 24 22 26 28</p> <p>22 22 22 22 22 18 18 18 24 24 24 20 20 20 26 26 26 22 22 22 22 28 28 28 28 28 28 28 28</p> <p>186.80 214.40 218.70 250.70 295.40 84.30 96.76 113.30 135.00 157.40 184.30 101.30 114.20 131.30 145.50 163.50 191.40 120.50 134.40 152.50 170.70 174.50 192.50 222.40 211.50 235.50 243.40 267.40 309.80</p> <p>147 168 172 197 232 66.2 76 88.9 106 124 145 79.5 89.6 103 114 128 150 94.6 106 120 134 137 151 175 166 185 191 210 243</p> <p>56,100 59,700 66,600 70,900 92,800 28,700 33,500 40,400 46,800 56,100 56,400 41,900 47,800 56,500 60,400 71,000 83,800 68,700 77,600 90,400 103,000 103,000 118,000 137,000 172,000 201,000 254,000 292,000 411,000</p> <p>18,900 20,000 22,400 23,800 31,000 1,580 1,870 2,310 6,690 8,110 9,660 1,840 2,140 2,580 6,760 8,110 9,660 1,980 2,280 2,720 3,180 7,670 9,020 10,600 9,020 10,800 9,930 11,700 12,600</p> <p>lange ShapesRadius of Gyration rx (cm.) 4.18 5.29 6.07 6.2 6.39 7.5 8.3 8.24 8.3 8.62 8.4 8.8 10.4 10.4 10.3 10.8 10.8 10.5 12.4 12.4 12.5 12.5 12.5 13 13.1 12.5 13.2 14.5 14.7 14.8 14.5 14.6 14.4 15.1 14.6 15.2 14.7 16.7 16.8 16.9 16.7 16.9 16.6 ry (cm.) 2.47 3.11 1.7 2.37 3.75 4.38 2.21 2.22 3.61 5.02 4.88 5.13 2.79 2.79 5.98 6.29 6.29 6.09 3.29 3.29 4.71 4.77 7.16 7.51 7.51 7.26 7.57 3.88 3.95 4.01 5.92 6 8.33 8.78 8.43 8.84 8.53 4.48 4.54 4.6 7.21 7.28 9.54 Section Modulus Sx (cm.) 76.5 136 109 138 219 330 160 184 227 472 498 628 285 324 720 801 867 919 424 481 771 893 1150 1270 1360 1440 1540 641 775 909 1100 1280 1670 1940 2050 2300 2450 1010 1190 1360 1740 1980 2520 Sy (cm.) 26.7 47 17 30 75.1 112 23 26.8 68 160 167 218 41 47 233 269 292 304 59 67.7 160 189 365 417 450 466 514 91 112 134 248 292 534 646 669 776 809 145 174 202 418 481 809</p> <p>17.3 16.7 17.5 16.8 17.7 18.5 18.6 18.9 18.6 18.9 19 20.3 20.5 20.7 20.4 20.8 20.9 23.9 24 24.3 24.6 24.3 24.8 24.9 28.6 29.3 32.3 33 36.4</p> <p>10.1 9.65 10.1 9.75 10.2 4.33 4.4 4.51 7.04 7.18 7.24 4.27 4.33 4.43 6.82 7.04 7.1 4.05 4.12 4.22 4.31 6.63 6.85 6.9 6.53 6.78 6.39 6.62 6.39</p> <p>2850 3030 3330 3540 4480 1290 1490 1770 2160 2550 2980 1690 1910 2230 2500 2910 3390 2310 2590 2980 3380 3530 4020 4620 4980 5760 6410 7290 11800</p> <p>951 985 1120 1170 1530 159 187 230 448 541 639 185 214 257 451 541 640 199 228 271 314 511 601 701 602 722 662 782 1140</p>