Stationary and live loads of g = 25 kN / m and q = 10 kN / m act on the beam in the figure. Find the largest design moments acting on the locations indicated by 1 and 2 and the largest design shear acting on the location indicated by 2. What mm should the neutral axis depth be in order to be able to carry the design moment affecting the ground 1 by the cross section in a ductile manner? The material used for the beam is C25 and S420. Cover margin is 30 mm
Stationary and live loads of g = 25 kN / m and q = 10 kN / m act on the beam in the figure. Find the largest design moments acting on the locations indicated by 1 and 2 and the largest design shear acting on the location indicated by 2. What mm should the neutral axis depth be in order to be able to carry the design moment affecting the ground 1 by the cross section in a ductile manner? The material used for the beam is C25 and S420. Cover margin is 30 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Stationary and live loads of g = 25 kN / m and q = 10 kN / m act on the beam in the figure. Find the largest design moments acting on the locations indicated by 1 and 2 and the largest design shear acting on the location indicated by 2. What mm should the neutral axis depth be in order to be able to carry the design moment affecting the ground 1 by the cross section in a ductile manner? The material used for the beam is C25 and S420. Cover margin is 30 mm.
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