R 6k L M N 0 10 ft 9k G H 1 J10 ft 9k 1. Draw the moment diagram for girder PQRST and column BGLQ of the building frame.

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R 6k L M N 0 10 Ft 9k G H 1 J10 Ft 9k 1 Draw The Moment Diagram For Girder Pqrst And Column Bglq Of The Building Frame 1 (434.09 KiB) Viewed 25 times

R 6k L M N 0 10 ft 9k G H 1 J10 ft 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 D E |-15 f1---15--201-2011– ft- Figure 1 2 k/ft 5 kN/m D A B С D H 18 ft + 15 ft + 18 ft + 9 kN/m Figure 3 400 lb 400 lb 160 lb/ft 100 lb/ft *31 10 ft 5 ft 5 ft 3 ft * 6 ft ft- Ri R2 R R4 8 m Figure 4 Figure 2