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2 kN/m Question 3 (6 pts.) lmIII The timber (E-15 GPa) section below is used c as a cantilever beam to support the loading seen at left. Determine the spacing of the nails necessary to prevent failure in shear. 250 mm 120 mm Wide-Flange Sections or W Shapes-U.S. Customary Units Web Flange Flange Area Depth thickness width thickness in. in. 94 27.7 2430515 907 0.875 2700222 9.87 109 24.0 1.98 24 x 76 | 224 | 239 | 140 | 899 | 0680 2100 | 176 | 969 | 82.5 | 18.4 | 1.92 24 x 68 1 au 1 23.7 0.415 | 897 | 0.585 | 1830 | 154 | 955 | ? 24| 15.7 | L87 9.11 29.1830 134 827 0.683 1480 140 860 4.7 5.7 .80 21 x 62 183 21.0 0.4008.24 0615 1330 127 S4 57.5 140 1.7 21 x 50 147 208 0380 653 0535 984 943 18 24.9 764 1.30 816 806 207 637 1.26 983 | 7.41 44.9 | 11.9 167 750 | 0.570 800 | 88.9 | 738 40.1 | 197 | 1.65 w24 × 0.505 1350 14 162 236 0.395 W21 x 68 200 21.1 0430 21 x 44 W18 x 55 13.0 207 0350 16.2 18I 0.390 18 x 50 14.7 180 0.355 6.500450 753 060 0.450 843 890 18 x 40118 179031560 0525 612 684219. 635 1.2 18×35 576 704 153 512 1.22 922 672431 121 1.60 707 0630 659 810 668 37.2 105 1.59 100 | 0.505 518 | 64.7 | 663 289 | 825 | 1.57 472 641 124449 1.17 0.720 m 1103 | 601 121 1242 2M 14 x 53 | i56 | 139 | 0370 | 806 | 0660 54-77.8 | S89 57.7 143 1.92 14×48 | 141 | 13.8 | 0340 | 803 | 0.595 484 | 702 | S85 51.4 128 | 191 14x34 | 10.0 | 14.0 | 0.285 | 675 | ass 340 | 486 | S83 21,3 | 691 | 153 14 x 3085 138 0270 673 0.385 291 420 573 196582 1.49 ??9 | 139 | 0.255 | 508 | 0.420 245 | 353 | 565 891 355 | 108 29,01554 7.00 | 280 | 1.04 103 17.7 0.300 600 0425 510 5 W16 x 57 7.12 0.715 158 16.81 164 0.430 16 x 50 14.7 1630380 16 x 40 118 16.00.305 9.13 159 0275 200 14.0 0415 0440 375 14 x 26 649 137 0.230 5.00 0.335
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