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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 = 12 kN, P2 = 44 kN, L1 = 8.8 m, L2 = 5.7 m, and L3 = 6.7 m.

Rectangular building frames behave the same under lateral and vertical loads.

Determine the magnitude of the approximate bending moment at H in girder GH. Let w1 = 12 kN/m, w2 = 40 kN/m, L1 = 8 m, L2 = 7 m, and L3 = 6 m.

Determine the fixed end moment FEMBC. Let w = 2.3 kip/ft and L = 26 ft. Assume EI = constant.

Use the portal method to determine the magnitude of the approximate axial force in girder GH. Let P1 = 17.2 kN, P2 = 38.8 kN, L1 = 10 m, L2 = 6 m, and L3 = 6 m.

Use Robot to determine the magnitude of the vertical reaction force at A. Assume that M = 180 kN·m, P = 50 kN, w = 85 kN/m, and L = 1.3 m. Delete the self-weight of the beam.

Use the portal method to determine the magnitude of the approximate shear in column BF. Let P1 = 36 kN, P2 = 48 kN, L1 = 9 m, L2 = 5 m, L3 = 7 m, and L4 = 4 m.

A The most prevalent bacterial sexual transmitted infection (STI) from late adolescence to early adulthood is known as:

Determine the fixed end moment FEMBC with a settlement of 0.6 in. at support B.   As in Chapter 16, include the effect of settlement in the FEM calculation.  Let w = 2.9 kip/ft, L = 30 ft, E = 29,000 ksi and I = 1,650 in.4.

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 = 24.0 kN, P2 = 43.0 kN, L1 = 9 m, L2 = 5 m, and L3 = 6 m.