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Calculate the embedment moments for the beam shown. Suppose: Helical spring constants: Ka = Kb = 4000 ton -m Reinforced concrete beam: 0.3 x 0.5 m, E = 2'000,000 ton/m2 RESULTS: uab = -5.13 ton-m w = 4 ton / m Ka Kb uba = 5.13 ton-m * L = 5.0 m (a) INFORMATION: Ꮎ W L 3 24 E 1 uab = - Kab (1 - fab) 0 Ꮎ W Ꮎ

Calculate the embedment moments for the beam shown. Suppose: Helical spring constants: Ka = Kb = 4000 ton -m Reinforced concrete beam: 0.3 x 0.5 m, E = 2'000,000 ton/m2 RESULTS: uab = -5.13 ton-m w = 4 ton / m Ka Kb uba = 5.13 ton-m * L = 5.0 m (a) INFORMATION: Ꮎ W L 3 24 E 1 uab = - Kab (1 - fab) 0 Ꮎ W Ꮎ

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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Calculate the embedment moments for the beam shown. Suppose: Helical spring constants: Ka = Kb = 4000 ton -m Reinforced concrete beam: 0.3 x 0.5 m, E = 2'000,000 ton/m2 RESULTS: uab = -5.13 ton-m w = 4 ton / m Ka Kb uba = 5.13 ton-m * L = 5.0 m (a) INFORMATION: Ꮎ W L 3 24 E 1 uab = - Kab (1 - fab) 0 Ꮎ W Ꮎ
Transcribed Image Text:Calculate the embedment moments for the beam shown. Suppose: Helical spring constants: Ka = Kb = 4000 ton -m Reinforced concrete beam: 0.3 x 0.5 m, E = 2'000,000 ton/m2 RESULTS: uab = -5.13 ton-m w = 4 ton / m Ka Kb uba = 5.13 ton-m * L = 5.0 m (a) INFORMATION: Ꮎ W L 3 24 E 1 uab = - Kab (1 - fab) 0 Ꮎ W Ꮎ
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