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From the given figure below and its properties, calculate the stress at the top where at the fixed end. (MPa) Properties: Beam width = 244 mm Beam height = 407 mm %3D WLL = 8.06 kN/m WDL = 13.28 kN/m Pu = 6 kN Span of the beam = 8 m %3D Prestressing force = 451 kN %3D eccentricity = 134 mm Pu (kN) Wo (hN/m) L.

From the given figure below and its properties, calculate the stress at the top where at the fixed end. (MPa) Properties: Beam width = 244 mm Beam height = 407 mm %3D WLL = 8.06 kN/m WDL = 13.28 kN/m Pu = 6 kN Span of the beam = 8 m %3D Prestressing force = 451 kN %3D eccentricity = 134 mm Pu (kN) Wo (hN/m) L.

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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From the given figure below and its properties, calculate the stress at the top where at the fixed end. (MPa) Properties: Beam width = 244 mm %3D Beam height = 407 mm WLL = 8.06 kN/m %D WDL = 13.28 kN/m Pu = 6 kN Span of the beam = 8 m %3D Prestressing force = 451 kN %3D eccentricity = 134 mm Pu (kN) Wo (hN/m)
Transcribed Image Text:From the given figure below and its properties, calculate the stress at the top where at the fixed end. (MPa) Properties: Beam width = 244 mm %3D Beam height = 407 mm WLL = 8.06 kN/m %D WDL = 13.28 kN/m Pu = 6 kN Span of the beam = 8 m %3D Prestressing force = 451 kN %3D eccentricity = 134 mm Pu (kN) Wo (hN/m)
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