the equation for maximum margin hyper plane in feature space using nonlinear SVM. Positive Points in feature space: {(1,2), (2,1), (3,2), (2,3)}

Apply the Network flow maximization algorithm in the text book  to the network below one step at a time. At each step, show diagrams of the flow graph Gf and the residual graph Gr to each diagram to describe how you obtained it from the previous diagram. In particular, describe the policy used to select an augmenting path from s to t for adding to the flow graph when multiple options were available. What is the termination condition for your algorithm? Prove that your solution is correct

Please answer follow up questions.

---DON'T CARES IN KARNAUGH MAPS (K-MAPS). 5.) Given this truth table, find the unoptimized formula this corresponds to, along with the version which was optimized with a K-Map. A B C D | O 0 0 0 0 1 0 0 0 1 0 0 1 0 0 0 1 1 0 1 0 0 0 1 0 1 0 1 1 0 0 1 1 1 1 0 0 0 1 0 0 1 1 0 1 0 1 0 1 1 1 1 0 0 1 1 0 1 1 1 1 0 1 1 1 1 X 0 1 x 0 x 0 x 0 1 0 1 0 X 0 Unoptimized Sum of Products equation 5a) 0 = Draw the K-map and simplify Optimized Sum of Products equation 5b) 0 =

A fixed beam is subjected to a uniformly-distributed load with an intensity of f = 10 N/mm length of L = 200 mm. Now determine the support reaction forces, internal shear forces and moments, then plot its internal shear force and moment diagram. f[N/m] L 1. Define the paramters, use L and f as the variables y X

need correct answer 4 this practice question  please

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According to STAAD-Pro Vsi software, sketch the idealization of Concrete-Steel roof frame where (z Ibay@7.5m). Plot and generate modeling of the frame structure shown below, Roof steel plate cladding thickness 1.3cm, floor concrete slab thickness 22cm, steel member section (vertical double C5X6), (horizontal standard MC6X18-in x and z direction), (inclined double angle L25X2X1/4), reinforced concrete column (30cm), reinforced concrete beam section (30 x 50cm) Note: means member in z-direction Steel frame 2m Reinforced Concrete Frame 9m (0,0,0) 4m 4.5m 4m Im 4m 4m