12 k 4k/ft А В. YED -20 ft +15 ft- +8ft-t8ft- Figure 1. Continuous Beam with Fixed Ends 500 lb 800 lb/ft B с D -20 ft

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12 k 4k/ft А В. YED -20 ft +15 ft- +8ft-t8ft- Figure 1. Continuous Beam with Fixed Ends 500 lb 800 lb/ft B с D -20 ft

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12 k 4k/ft А В. YED -20 ft +15 ft- +8ft-t8ft- Figure 1. Continuous Beam with Fixed Ends
500 lb 800 lb/ft B с D -20 ft 20 ft- -15 ft Figure 2.
Problem 3 & 4 Moment Distribution Method (40 pts) By using Moment Distribution determine moment and shear force for the indeterminate beams shown in Figure 1 and 2. Show detail calculations for D.F, Stiffness, and Moment distribution tables. Hint: your answer will be same as problem 1, 2 but the procedure will be different.
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