Q2- Figure 2 represents a small bridge designed over a river. According to the design the flanges of the beam is having continues support. The beam is designed only for vertical loads consisting of 50% service dead load and 50% live load. The dead load also included the weight of the beam. The steel used in the project is having/= 350 MPa. Please do check if the W 310*52 can resist the loads applied to the structure. X1 KN 3 6 m 2 m Web Depth Thick Elastic Properties Area Prime Section Group Section Size ness Flange Distance Width Thick ness Radius b, 4 T* R mm mmmmmmmmmm Plastic Modulus Y.Y sy 2 10mm 1010 3 d t mm X-X S. r. 1010 mm 10 mm mmxkim mm l > 310 x 170 W310526650 317 76 167 132 27123 12 85 110 747 133 102 122 391 830 180