Mu(+) = 319.331 kNm B MA(-) = 79.833kN) MuB(-) = 206.234 kNm Moment diagram Beam Mu negative at A Mu negative at B Maximum positive moment 319.331 kNm AB 79.833kNm 206.234 kNm b. Determine the most probable dimension for beam AB. get all h", "bmin" and "max" from all of the 3 moments obtained in "3.a" In the design use the largest h" from the 3 values as your final beam "h" use the largest bmin" from all 3 values and compare if it does not exceed any of the bmax"s. if not the use it as your final beam width. *Note: you have the option to use T-beam or not c. Determine the required amount of reinforcements for the supports (A and B) and middle span using the factored moment in #3.a. tabulate your answer: Beam # of bars # of bars # of bars For support A For Middle For Support B AB Top Bottom Use the following parameters in the design do 28mm, ds = 12mm, Ce = 40mm, f. = 32MPa, fy = 420MPa Mu(+) = 319.331 kNm B MA(-) = 79.833kN) MuB(-) = 206.234 kNm Moment diagram Beam Mu negative at A Mu negative at B Maximum positive moment 319.331 kNm AB 79.833kNm 206.234 kNm b. Determine the most probable dimension for beam AB. get all h", "bmin" and "max" from all of the 3 moments obtained in "3.a" In the design use the largest h" from the 3 values as your final beam "h" use the largest bmin" from all 3 values and compare if it does not exceed any of the bmax"s. if not the use it as your final beam width. *Note: you have the option to use T-beam or not c. Determine the required amount of reinforcements for the supports (A and B) and middle span using the factored moment in #3.a. tabulate your answer: Beam # of bars # of bars # of bars For support A For Middle For Support B AB Top Bottom Use the following parameters in the design do 28mm, ds = 12mm, Ce = 40mm, f. = 32MPa, fy = 420MPa