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SLIDES 7-12: 30EI

SLIDES 7-12: 30EI

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Derive the following equation of maximum deflection using double integration method. (for type of loading see slide 7-12).

7. b max Pbx (1 -x -b) for 0<x<a y = Pb [1 y =- 6IEI| for a<x<1 at x= (P-b')/3 Pb 8 = (31² – 4b°) at the center, if a >b 48EI 16. WL3 8max R1 384EI | 11. ômax 1 20EI at x =
Transcribed Image Text:7. b max Pbx (1 -x -b) for 0<x<a y = Pb [1 y =- 6IEI| for a<x<1 at x= (P-b')/3 Pb 8 = (31² – 4b°) at the center, if a >b 48EI 16. WL3 8max R1 384EI | 11. ômax 1 20EI at x =
Derive the following equation of maximum deflection using double integration method. (for type of loading see slide 7-12). Omax 764EI 30EI at x = 0.475L 2. 6max = 120EI Pb at x=-/3 NIET at x 4. 4SEI 3. WL3 8max W13 384EI 192EI 5. 6. SLIDES 7-12: 11 4. 30EI 14. w = N/m &max 764EI at x = 0.4751L 15. W W L3 8max 192EI
Transcribed Image Text:Derive the following equation of maximum deflection using double integration method. (for type of loading see slide 7-12). Omax 764EI 30EI at x = 0.475L 2. 6max = 120EI Pb at x=-/3 NIET at x 4. 4SEI 3. WL3 8max W13 384EI 192EI 5. 6. SLIDES 7-12: 11 4. 30EI 14. w = N/m &max 764EI at x = 0.4751L 15. W W L3 8max 192EI
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