Use Moment Distribution to determine all final member-end-moments for the frames given below. With these moments and statics, find member-end-shears and axial forces, as well as all reactions. Draw shear, moment and axial force diagrams. Note that the first frame does not sway but the 2nd frame can. A 75 kips I 85 ft E 2.9 kips/ft B 21 41 112 ft Pin F 125 kips I 74 ft 55 ft
Use Moment Distribution to determine all final member-end-moments for the frames given below. With these moments and statics, find member-end-shears and axial forces, as well as all reactions. Draw shear, moment and axial force diagrams. Note that the first frame does not sway but the 2nd frame can. A 75 kips I 85 ft E 2.9 kips/ft B 21 41 112 ft Pin F 125 kips I 74 ft 55 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Use Moment Distribution to determine all final member-end-moments for the frames given below. With these
moments and statics, find member-end-shears and axial forces, as well as all reactions. Draw shear, moment
and axial force diagrams. Note that the first frame does not sway but the 2nd frame can.
A
75 kips
I
85 ft
E
2.9 kips/ft
B
21
41
112 ft
Pin
F
125 kips
I
74 ft
55 ft
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