It is desired to obtain the loading and bending moment diagram corresponding to the given shear force diagram. Assume no couples are acting on the beam. +10 kN V(KN) 0 2° curve 2 kN 3m 8 kN 1m 1m 2 m SFD x (metres) Which of the following is/are correct? A There is a UDL acting on the beam of 8 kN/m intensity. B There is a UVL acting on the beam of maximum 8 kN/m intensity. C Maximum bending moment on the beam is 18.3 kNm . D At x = 0, ordinate of loading intensity of UVL is 8 kN.

The floor of an apartment building shown is subjected to a uniformly distributed dead load of 1.5 kPa and a uniformly distributed live load of 1.9 kPa over its surface area. Determine the service (ASD) reaction (kN) of girder AF that will be transferred to the column at F. Girder Floor beam Column E A B H FH- H L G H M 4 at 7.5 m 30 m D N -Io 2 at 12 m = 24 m

If the material of the beam has an allowable bending stress of Gallow = 175 MPa, determine the maximum allowable intensity w of the uniform distributed load. 300 mm 6 m 150 mm