You are working with a patient strengthening their scapula muscles for four weeks. You notices that the R scapula is excessively winging even after performing exercises for this length of time. You suspect the patient MAY have damage to which nerve? 

The counter done bit for count up instruction C5:0 is addressed 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 W18 x 46 and have a length of L1 = 26 ft.Girders FJ, GK and HL are W21 x 50 and have a length of L2 = 34 ft.Columns AB, EF and IJ are W10 x 68 and have a length of L3 = 14 ft.Columns BC, FG and JK are W10 x 45 and have a length of L4 = 10 ft.Columns CD, GH and KL are W10 x 33 and have a length of L4 = 10 ft.

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 W18 x 55 and have a length of L1 = 20 ft.Girders FJ, GK and HL are W24 x 68 and have a length of L2 = 36 ft.Columns AB, EF and IJ are W10 x 88 and have a length of L3 = 14 ft.Columns BC, FG and JK are W10 x 49 and have a length of L4 = 10 ft.Columns CD, GH and KL are W10 x 33 and have a length of L4 = 10 ft.

A column is fabricated by welding a 1 x 18 plate to the left and right of a W14x53. Determine the moment of inertia about the y axis.

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 240 kips and a live load of 160 kips? Use LRFD. Let L1 = 24.4 ft, L2 = 8.4 ft, and L3 = 16.0 ft.

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

Can an A992 steel WT12 x 31 column with an effective length of 20 feet in both directions support a dead load of 60 kips and a live load of 20 kips? Use ASD.

Determine the effective length factor, Kx, for column FG of the frame, assuming that the frame is sidesway uninhibited and that all of the assumptions on which the alignment charts were developed are met.Girders BF, CG and DH are W21 x 44 and have a length of L1 = 20 ft.Girders FJ, GK and HL are W21 x 50 and have a length of L2 = 32 ft.Columns AB, EF and IJ are W10 x 68 and have a length of L3 = 16 ft.Columns BC, FG and JK are W10 x 39 and have a length of L4 = 10 ft.Columns CD, GH and KL are W10 x 33 and have a length of L4 = 10 ft.

A W16 x 50 column is made from ASTM A36 steel and has a length of 30 ft with Kx = 1.8 and Ky = 1.0. Determine the nominal compressive strength, Pn, for this column. Assume the shape is nonslender.