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The steel beam is subjected to distributed load along span ABC as shown in Figure Q1(a). The beam is pin supported at A and

 - 40 mm b 4 mm - 6 mm 6 mm 60 mm 14 mm 4 mm 20 mm 28 mm 20 mm Figure Q1(b) 

The steel beam is subjected to distributed load along span ABC as shown in Figure Q1(a). The beam is pin supported at A and roller supported at B and having cantilever beam along span BC. The cross-sectional area of the beam at n-n is located 1.5 m from support A as shown Figure Q1(b). By considering section n-n, (a) analyse the shear stress at points a and b indicated, and (b) locate the maximum shear stress at that section. n 4 kN/m A C 77 -1.5 mm- -3 mm- 3 mm- Figure Q1(a) -40 mm b 4 mm 6 mm -6 mm 60 mm 14 mm 4 mm 20 mm 28 mm 20 mm Figure Q1(b)

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