Include the self-weight of the beam and calculate: 1.1 The position of neutral axis 1.2 The second moment of area (moment of inertia) about the horizontal neutral axis 1.1 The uniformly distributed load that the beam can safely support

FIGURE 1 (below) shows a compound steel beam to be used as a service duct. The steel beam is made up of TWO $200 \times 75 \times 25, 3 kg / m$ channels connected toe-to-toe bymeans of a $160 \times 65 \times 16 kg / m$ channel and a $160 \times 10$ plate. The steel beam is expected to span a distance of $6, 75 m$ . FIGURE 1

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Include the self-weight of the beam and calculate: 1.1 The position of neutral axis 1.2 The second moment of area (moment of inertia) about the horizontal neutral axis 1.1 The uniformly distributed load that the beam can safely support

FIGURE 1 (below) shows a compound steel beam to be used as a service duct. The steel beam is made up of TWO

200 \times 75 \times 25, 3 kg / m

channels connected toe-to-toe bymeans of a

160 \times 65 \times 16 kg / m

channel and a

160 \times 10

plate. The steel beam is expected to span a distance of

6, 75 m

. FIGURE 1

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