Construct type | Load (N) | 100 | 150 | 200 | 250 | 300 | 350 | 400 | 450 | 500 |
---|---|---|---|---|---|---|---|---|---|---|
ABP | ED | −3.48 | −4.12 | −4.82 | −5.51 | −6.24 | −6.99 | −7.77 | −8.62 | −9.47 |
FE | −3.43 | −4.03 | −4.76 | −5.43 | −6.11 | −6.81 | −7.63 | −8.48 | −8.94 | |
Error | 1.43 % | 2.18 % | 1.24 % | 1.45 % | 2.08 % | 2.58 % | 1.81 % | 1.62 % | 5.60 % | |
DCS | ED | −2.37 | −3.19 | −3.90 | −4.41 | −4.96 | −5.51 | −6.10 | −6.71 | −7.29 |
FE | −2.34 | −2.97 | −3.76 | −4.53 | −5.22 | −5.67 | −6.31 | −6.83 | −7.34 | |
Error | 1.27 % | 6.90 % | 3.59 % | 2.65 % | 4.98 % | 2.82 % | 3.33 % | 1.76 % | 0.68 % | |
LP | ED | −0.41 | −0.72 | −1.09 | −1.48 | −1.88 | −2.31 | −2.75 | −3.22 | −3.69 |
FE | −0.34 | −0.61 | −0.93 | −1.39 | −1.93 | −2.47 | −2.91 | −3.37 | −3.81 | |
Error | 17.07 % | 15.28 % | 14.69 % | 6.08 % | 2.59 % | 6.48 % | 5.50 % | 4.45 % | 3.15 % |