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If the floor loading is 7 kN/m2:
(c) Draw the bending moment and shear force diagrams for one of the secondary beams with the largest applied load.   
(d) Determine the required elastic section modulus (Wel cm3) for the beam in part (c). Hence select a suitable section size from Table 2.  
(e) Draw the shear stress (τ) distribution across the beam cross-section from section (d), and comment of the suitability of your chosen section for shear resistance. 



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