1. Record the dimensions of portal frame members and calculate their second moment of area in Table 1. (1 mark).< Table
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- 1 Record The Dimensions Of Portal Frame Members And Calculate Their Second Moment Of Area In Table 1 1 Mark Table 1 (159.22 KiB) Viewed 18 times
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1. Record the dimensions of portal frame members and calculate their second moment of area in Table 1. (1 mark).< Table 1 Geometric properties Element Width, b Length, L (mm)< Uu Depth, d (or thickness) (mm) 1 = (mm²) (mm) (refer to Figure 2 124 in the handout) Beam 19,9 3.0 495 44.775 Column 19.9 3.0 250 44.775 2. Record the strain values at different levels of loading in Table 2. (1 mark).< E Table 2 Strain gauge and bending moment values Strain Load W (N) Calculated Gauge 0 1.962 3.924 Bending 0.981 2.943¹ 4.905 (100 g) (200 g) (300 g) (400 g) (500 g) Moment at Measured Strain (us)< W=4.905 N (Nm) -8 -16 -26 -34 -424 24 24 24 34 194 294 38 494 374 56 74 944 33 494 64 824 7e 94 124 15 -224 -34 -45 -58 -50 -734¹ -100-¹ -126 -494¹ -74 -98 -124 -21 -33 -43¹ -58 8 10 144 174 35 50 674 854 384 574 754 954 20 29 394 494 be 34 34 3 -16 -254 -334 14 2 24 J P 3 Q 4 54 2 6 74 J 8 P 9 2 10 114 2 124 A 13 14 15 2 16 Iol= ܕ1 10 194¹ 16 4 -114 -24 -24 -10 54 184 20 104 --9 42 2 2 J 2 23 2 1 12 P P e J 2 2 S 2 J 2 21 3 12 A 2 23 a J Scaled Bending Moment Values (cm)
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