A beam ABCD is simply supported at ends 'A' and 'B' is loaded as shown in figure. Taking E= 2 x 105 N/mm2 and I = 8000 cm4. 5 kN/m A. B + 2m - + 2m - + 4m (a) Deflection at mid-span of beam (b) Slope at end A (c) Slope at end B
A beam ABCD is simply supported at ends 'A' and 'B' is loaded as shown in figure. Taking E= 2 x 105 N/mm2 and I = 8000 cm4. 5 kN/m A. B + 2m - + 2m - + 4m (a) Deflection at mid-span of beam (b) Slope at end A (c) Slope at end B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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