Steel design show your solution solve all problem using NSCP 2015 this your guide

Post by **answerhappygod** » Mon Apr 25, 2022 9:27 am

Steel design show your solution solve all problem using NSCP 2015

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this your guide

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1. TWO L90x90x10 angles are bolted to a 19mm plate using 2cm bclts. Al components are grade 36 steel. Assuming that belt strer.gth and block shear do not govern determine the available tensile strength of the double angles. Show your solut:on for both LRFD and ASD. Refer to Figure 1: LPROP-1.1 for the section properties. 50mm 3275mm 0.c. 50mm 2. An L200x150x12 angle with staggered fasteners in each leg is shown in the figure below. A36 steel is used, and holes are for 22 nm-diameter bolos. Cetermine the design strength using LRFD. All dimensions given are in m. Refer to Table 1: T.PROP-2 for the section properties. 0 625 50 62.5 [email protected] 0.0 o 7 75 o e 0 O 75 75 O o O
ANGLES Equal Legs Dimensions Properties Designation HxBxt We ght W kg/m Area А mm2 Depth Width Thickness B + mm mm mm Radius RE mm mm L75 x 75 x 5 X 6 X9 X 10 X 12 5.79 6.87 9.00 11.07 13.08 735 73 87473 1,146.73 1,410.73 1,666.73 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 5.0 6.0 80 10.0 120 n 0 0 0 ക OOOO 0 0 0 0 đ 50 50 50 50 50 ооооо 100 100 10.0 100 100 8.30 1.056.98 10.90 1,388.99 13.45 1,712.98 15.98 2028.98 90.01 90.0 90.0 90.0 90.0 30.0 90.0 90.0 6.0 80 10.01 12.01 55 55 55 5.5 or or on a ar ar an 11.0 11.0 11.0 110 L90 x 90 x 6 XB x 10 x 12 L100 x 100 x 6 XB x 10 x 12 x 14 x 16 X16 OOO 9.26 1.179.45 100.0 100.0 12.18 1,551,45 100.0 100.0 15.04 1,915.45 100.0 100.0 17.89 2,271,45 100.0 100.0 20.56 2619.45 100.0 100.0 23.23 2.959.45 100.0 100.0 25.84 3291.45 100.0 100.0 6.0 8.0 10.0 120 14.0 16.0 18.0 60 60 60 6.0 60 6.0 60 CÓ TỐ CỔ CÓ Ổ để cổ ооооооо 120 120 120, 120 120 120 120 L125 x 125 x x 10 X12 x 14 15.34 1,954.13 18.98 2,418.13 22.56 2,874.13 26.08 3,322.13 29.58 3.762.13 32.82 4194.13 39,52 5,034.16 1250 1250 1250 1260 1250 1250 1250 125.0 1250 125.0 125.0 125.0 125.0 125.0 8.0 10.0 12.0 14.0 16.0 10.0 22.0 6.5 6.5 65 6.5 6.5 8.5 ወ ይ በ 9 9 9 9 А я от А А А СЛ 5 4 0 0 0 0 0 13,0 13.0 13.0 13.0 13.0 13.0 13.0 X16 X 18 x 22 6.5 Figure 1: LPROP-1.1
ANGLES Equal Legs Dimensions Properties I tan mm mm mm Elastic Properties Axie X-X Axis Y-Y Axis Z-Z S S Designation x10 r у *1010 х HxBxt mm mm mm mm mm mm a 7.0 22.8 19.95 3051 7.0 22.8 19.95 14.77 1.000 175 x 75 x 5 8.4 22.62 20.43 4557 8.4 22.82 20.43 14.70 1.000 X 6 11.0 22.65 21.30 5887 11.0 22.66 21.30 14.59 1.000 XB 13.5 22.46 22.11 711.8 13.5 22.46 22.11 14.51 1.000 15.8 2226 22.ee 825.7 15.8 2226 22.88 14.46 1.000 3851 455.7 5887 711.8 8257 X 10 X 12 8032 12 2 27.57 24.05 303.2 12.2 27.57 24.05 17.78 1.000 L90 x 90 x 6 1,043.0 16.1 27.41 | 24.96 1,043.8 16.1 27.41 24.98 17.62 1.000 XB 1,269 2 19.0 27.22 25.60 1.269 2 19.8 27.22 25.80 17.52 1.000 x 10 1,480.3 23.3 127.01 26,59 1,480.6 23.3 27.01 26.59 17.44 1.000 x 12 x 10 1.110.5 1,448.4 1,766.6 2016.9 2350.0 2617.4 2870.2 15.1 30.69 26.42 1,110.5 19.9 30.55 27.37 1,448.4 24.6 30.37 28.22 1,768.8 29.1 30.17 29.03 2066.9 33.5 29.95 29.01 2350.0 37.7 29.74 30.58 2617.4 41.6 29.53 31.30 2870.2 15.1 30.69 26.42 19.79 1.000 L100 x 100 x 6 19.9 30.55 27.37 19.64 1.000 хв 24.6 30.37 28.22 19.52 1.000 29.1 30.17 29.03 19.43 1.000 x 12 33.5 29.95 29.81 19.38 1.000 x 14 37.7 29.74 30.56 19.32 1.000 x 16 41.0 29.5 31.30 19.30 1.000 x 10 2901.2 3557.0 4182.4 4778.6 5348,0 5,891.4 6908.9 31.7 38.53 33.502.901.2 31.7 38.53 38.50 24.75 1.000 L125 x 125 x 39.3 38.35 34.38 3.557.0 39.338.35 34.30 24.60 1.000 x 10 46.6 38.15 35.21 4102.4 46.6 38.15 35.21 24.48 1.000 x 12 53.737.93 36.01 4778.8 53.7 37.93 36.01 24.39 1.000 80.6 37.70 38.78 5 348.0 60.6 37.70 36.70 24.30 1.000 67.4 37.48 37.54 5.891.4 67.4 37.40 37.54 24.24 1.000 30.3 37.04 39.01 6.906.9 80.3 37.04 39.01 24.10 1.000 x 22 X14 x 16 X 18
Table 1: LPROP-2 Designation Area Depth Width Thickne IX X SS mm t, mm mm mm HxBxt L200x150x12 A, mm H, mm B, 4,080 200 150 12 16.52x10° 36.10