B. The length of the given propped beam below id 12.60 meters and has a flexural strength 780 KN. Use El-70 x 10 N.mm². 1. Calculate the load capacity on the beam based on flexural capacity in KN/m? 2. Determine the load capacity on the beam based on web shear capacity in KN/m. 3. When the prop is removed, it results to displacement at the free end of the beam. Determine the needed curvature in meters to offset the deflection at its free end. KN
B. The length of the given propped beam below id 12.60 meters and has a flexural strength 780 KN. Use El-70 x 10 N.mm². 1. Calculate the load capacity on the beam based on flexural capacity in KN/m? 2. Determine the load capacity on the beam based on web shear capacity in KN/m. 3. When the prop is removed, it results to displacement at the free end of the beam. Determine the needed curvature in meters to offset the deflection at its free end. KN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1: (1) Calculation of load capacity on the beam based on the flexural capacity in KN/m
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