Design only the cross-section (B-B) of the continuous slab in the figure using the code moment coefficients. Assume concrete specific weight equals to 23.5 KN/m, and live load equals to 11 KN/m will be applied on the slab. The slabs are built integrally with the end supports, which are spandrel beams, and the spandrel supports are 25 cm wide. fy = 350 MPa and f = 28 MPa. 4 im Note: use your university student number to define the values of forces and angle as the following: 1: Sec (8-8) (the last two digits of your student No.) 100 +4.20m (the last two digits of your student No.) 100 + 3.80m Example: Student No. is xxxxxxx56 56 in this case = +4.20m = 4.76m, and l = +3.80m = 100 4.36m 56 100