Р o R S т 6 K Z M N o 10 ft 9K F G H 1 1 101 9k 1. Draw the moment diagram for girder PQRST and column BGLQ of the build

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Р o R S т 6 K Z M N o 10 ft 9K F G H 1 1 101 9k 1. Draw the moment diagram for girder PQRST and column BGLQ of the building frame. All columns have the same cross-sectional area. 2. Determine the internal moment at A caused by the vertical loading. 3. Draw completely the shear and moment diagram 4. Compute the maximum deflection for the beam loaded as shown. 10 ft B с DIL E |-15 61-6-158-201–120 ft —20 Figure 1 2 k/ft SkN/m V D А с B Diagnostic Exam D + 18 ft 15 ft + 18 ft 9 kN/m Figure 3 400 lb 400 lb 160 lb/ft 100 lb/ft 10 ft + 5 ft 5 ft +3tk 3 ft 6 ft 3 ft Ri R2 R3 RA Figure 4 Figure 2