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335 kN Hinge 180 KN AH 340 kN-m E B С D 4m-4m - 4m-+4m-+4m-- The beam shown is subjected to concentrated load of 335 and
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335 kN Hinge 180 KN AH 340 kN-m E B С D 4m-4m - 4m-+4m-+4m-- The beam shown is subjected to concentrated load of 335 and
335 kN Hinge 180 KN AH 340 kN-m E B С D 4m-4m - 4m-+4m-+4m-- The beam shown is subjected to concentrated load of 335 and 180 kN at B and D, respectively. Point Cis an internal hinge. The support reaction as follows: Ay = 467.5kN. Ma = 2400 kN.m (counter clockwise). Ey = 47.5 kN Take E = 200 GPa, And I = 2500 x 10 mm Calculate the slope at point B (rad) Calculate the deflection at point B (mm) Calculate the slope at point D (rad) Calculate the deflection at point D (mm)
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