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Use Robot to determine the magnitude of the axial force in column FI. Assume each member is a steel W16x40, but delete the self-weight of the members. Let P1 = 14.0 kN, P2 = 35.0 kN, L1 = 10 m, L2 = 5 m, and L3 = 6 m.

Determine the fixed end moment FEMBC. Let w = 1.3 kip/ft and L = 23 ft. Assume EI = constant.

Determine the magnitude of the bending moment at C. Let w = 3.7 kip/ft, L1 = 18 ft, and L2 = 15 ft. Assume EI = constant.

Determine the magnitude of the bending moment at C. Let w = 1.6 kip/ft, L1 = 36 ft, and L2 = 21 ft. Assume EI = constant.

Use the cantilever method to determine the magnitude of the approximate axial force in column FI. Let P1 = 23.2 kN, P2 = 37.8 kN, L1 = 8 m, and L2 = 5 m.

Use the portal method to determine the magnitude of the approximate shear in column AE. Let P1 = 30 kN, P2 = 48 kN, L1 = 8 m, L2 = 5 m, L3 = 7 m, and L4 = 4 m.

Use the portal method to determine the magnitude of the approximate shear in column FI. Let P1 = 52 kN, P2 = 50 kN, L1 = 8 m, L2 = 7 m, and L3 = 7 m.

When planning care for a 1-year-old infant, the nurse should assess the infant’s abilities in relation to the development level. The nurse should expect a 1 year old to be able to:

Use Robot to determine the force in member AD. Use a consistent material and cross section for the truss members. Delete the self-weight of the members. Let P = 14 kN, L1 = 6 m, and L2 = 3 m.

Determine the horizontal distance from column ADG to the centroid of the columns. Assume all of the columns have the same cross sectional area. Let P1 = 24 kN, P2 = 32 kN, L1 = 9.4 m, L2 = 5.3 m, and L3 = 6.1 m.