Question: Plzz solve..thank u The composite section shown in Figure 01 has a 03545 concrete grade, 8355 steel grade. and slat:I steel reinforcement with 12mm diameter,

Plzz solve..thank u

The composite section shown in Figure 01 has a 03545 concrete grade, 8355 steel grade. and slat:I steel reinforcement with 12mm diameter, 125mm spacing and 500 MPa yield stress. Assume the steel reinforcement bars are placed at mid slab thickness. Determine both the positive {sagging} and negative (hogging) moment capacities of the section and comment on their relative values- Consider the contribution made by the steel reinforcement when calculating the negative moment capacity. [25 marks} l' 2500 mm \"I m 1120 mm UB 45?): 191 x 67

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