3). Calculate the moment of inertia of the T-section below. 175 mm V -25 mm 200 mm H K 25 mm 9 Shown below in Fig. 1 i

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3 Calculate The Moment Of Inertia Of The T Section Below 175 Mm V 25 Mm 200 Mm H K 25 Mm 9 Shown Below In Fig 1 I 1 (40.69 KiB) Viewed 38 times

3 Calculate The Moment Of Inertia Of The T Section Below 175 Mm V 25 Mm 200 Mm H K 25 Mm 9 Shown Below In Fig 1 I 2 (40.69 KiB) Viewed 38 times

3 Calculate The Moment Of Inertia Of The T Section Below 175 Mm V 25 Mm 200 Mm H K 25 Mm 9 Shown Below In Fig 1 I 3 (32.53 KiB) Viewed 38 times

3). Calculate the moment of inertia of the T-section below. 175 mm V -25 mm 200 mm H K 25 mm
9 Shown below in Fig. 1 is a simply supported beam of span 8m, that supports a point dead load ( of magnitude 6om and an imposed point load (LL) of magnitude 55KN, both acting at midspan. The born carries an additional uniformly distributed load of 7KN resulting from its self-weight (S.W). The beam is restrained at the land position, and the ends only (A, B & Conly). Conduct bending and shear kaks on 2453 *152 x 74 UB of Grade 43 steel, and tell if its adequate enough to support the loadings GOKN (DL) SSKN (LL) ww7XN (SW) 7 78 8m