Use the Jackson-Mooreland Alignment Charts and the values for G shown below to determine the value of K for a member in a moment frame.GA = 20GB = 6

If a support is fixed, the value of G should be taken as _____.

Bending is about the x-axis of each member. Determine the value for G (that would be used for GA or GB in the alignment charts) at point F in the frame.Girders BF, CG and DH are W21 x 44 and have a length of L1 = 24 ft.Girders FJ, GK and HL are W24 x 55 and have a length of L2 = 34 ft.Columns AB, EF and IJ are W10 x 88 and have a length of L3 = 16 ft.Columns BC, FG and JK are W10 x 49 and have a length of L4 = 12 ft.Columns CD, GH and KL are W10 x 33 and have a length of L4 = 12 ft.

A W14x43 made with A992 steel is pinned at both ends and braced in the weak direction as shown. Can it support a dead load of 150 kips and a live load of 170 kips? Use ASD. Let L1 = 30.8 ft, L2 = 14.8 ft, and L3 = 16.0 ft.

A column is fabricated by welding a 5/8 x 18 plate to the left and right of a W14x99. Determine the moment of inertia about the x axis.

Can an A992 steel WT7 x 41 column with an effective length of 16 feet in both directions support a dead load of 120 kips and a live load of 60 kips? Use LRFD.

Can an A992 steel WT18 x 75 column with an effective length of 20 feet in both directions support a dead load of 50 kips and a live load of 40 kips? Use ASD.

A W12 x 50 column is made from ASTM A572 Gr. 60 steel and has a length of 35 ft with Kx = 2.4 and Ky = 1.0. Determine the nominal compressive strength, Pn, for this column. Assume the shape is nonslender.

A W14x61 made with A992 steel is pinned at both ends and braced in the weak direction as shown. Can it support a dead load of 180 kips and a live load of 180 kips? Use LRFD. Let L1 = 24.4 ft, L2 = 8.4 ft, and L3 = 16.0 ft.

A column is fabricated by bolting a 1 x 6 plate to the bottom of a W14x48. Determine the distance from the bottom of the plate to the centroid of the composite cross section.