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Please help with this question which I don't understand. There are both question and answer below. Please explain.

(Civil Engineering: Numerical Methods)

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In geotechnical engineering, the relationship between bearing capacity factor N, and the friction angle is summarized in the

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5.14 1 0 0 5 6.49 0.087489 10 8.35 1 0.176327

In geotechnical engineering, the relationship between bearing capacity factor N, and the friction angle is summarized in the table below (degree) N 5.14 5 6.49 10 8.35 A function of the form y = a+b tan (d) is thought to represent a reasonable fit to the N data. If the generalized linear regression method is applied with y = af(x)+af(x) to find the optimal coefficients, fill in the following table
5.14 1 0 0 5 6.49 0.087489 10 8.35 1 0.176327
0 0
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Given that dagree) NC 5.1y 6.49 8.3S Given function the form a tb tan (-) and NC afL Cx) -Gi) a, f from Linear regression meCompaye eguation (i) ith both tan Cp) finally using these So Values got Yesults We f,ci)Calwaj^ Şame .e. For 3 trail tanco) f

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