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Q3/ Knowing that the beam AD shown in Fig. 3 is made of a solid steel bar, using area-moment method to determine: (a) The slope at point B (b) The deflection at point A. Use E200 GPa. A 1.2 kN 3 kN/m BOTTIC The 0.20 m -0.25 m-0.25 m- D 4 30 mm 30 mm

Q3/ Knowing that the beam AD shown in Fig. 3 is made of a solid steel bar, using area-moment method to determine: (a) The slope at point B (b) The deflection at point A. Use E200 GPa. A 1.2 kN 3 kN/m BOTTIC The 0.20 m -0.25 m-0.25 m- D 4 30 mm 30 mm

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Q3/ Knowing that the beam AD shown in Fig. 3 is made of a solid steel bar, using area-moment method to determine: (a) The slope at point B (b) The deflection at point A. Use E200 GPa. A 1.2 kN 3 kN/m BTTTTC The 0.20 m -0.25 m-0.25 m- D 30 mm +--- 30 mm
Transcribed Image Text:Q3/ Knowing that the beam AD shown in Fig. 3 is made of a solid steel bar, using area-moment method to determine: (a) The slope at point B (b) The deflection at point A. Use E200 GPa. A 1.2 kN 3 kN/m BTTTTC The 0.20 m -0.25 m-0.25 m- D 30 mm +--- 30 mm
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