Q1 К 0-352 BMD (хдят) а 369 Stra Illa 0.435 SLL:o -0.432 9- 6 • $70 6.378 SFD ( x92)
Problem 2.1. A frame is subject to a horizontal point load ql applied in the middle of member BD and a uniformly distributed load q applied on element AB. For each of the members, EA = ∞o. Use method of slope deflection method. (1) Draw the shear force diagram (SFD) with the sign label (positive shear is along clockwise direction). (2) Draw the bending moment diagram (BMD). Note that bending moment should be drawn on the tension side. 9 B gl D 7 1 | 121 121
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