R 6k K M 10 ft 9k 10 ft 9k- 10 ft 1. Draw the moment diagram for girder PQRST and column BGLQ of the building frame. All

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R 6k K M 10 Ft 9k 10 Ft 9k 10 Ft 1 Draw The Moment Diagram For Girder Pqrst And Column Bglq Of The Building Frame All 1 (201.58 KiB) Viewed 28 times

R 6k K M 10 ft 9k 10 ft 9k- 10 ft 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. 2 k/ft -15 11-7-15-+-20 10-20 11– Figure 1 5 kN/m A с B + D + H - 18 ft 15 ft + - 18 ft 9 kN/m Figure 3 160 lb/ft 400 lb 400 lb 100 lb/ft 1 +387 10 ft 5 ft 5 ft -3 ft 6 ft 3 ft R R2 R RA Figure 4 Figure 2