A 6 meter simply supported beam is divided into three (3) equal spans with EI, 2EI, and 3EI from left to right. The first to second span carries a linear varying load from OkN/m on the beginning (left) of the first span to 15kN/m on the end (right) of the second span. Similarly, the last span also carries a linear varying load from OkN/m on the beginning (left) of its span to 25kN/m on the end (right) of its span. Given El=35x10ʻkN-m², determine the rotations on both ends of the beam using unit load method.

kN/m' and flange width m. Find the shear live (VL) and (VI) Q5/ The given data of a deck slab bridge are: Truck MS-18, clear span is 8 m, clear width is 6 m, wearing surface 2 kN/m², Ye = 24 kN/m³, fs = 170 MPa, fc'=25 MPa thickness of deck slab is 400 mm, seat width is 500 mm. Find the main and distributed steel reinforcement areas for the deck slab. Assume (d=t,-30) mm, fe-0.4fc',k-0.45. 10kN/m fa. circular RC tank of fixed base and having: 1-310mm H=7m D=18m .im ve