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The following sections belong to two frames with different supports: Compare the slabs in frame A and B in terms of h and As
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W, 22-5+6.4 34.9 kalas W, 34.9 km 1 4 care (3) Structul. Analysis for case (A) frome have complete symmetry about and also noren At 0.88 0.12 FEM 0 0 .-(34.9) 14.2 2 12 +51-3 -51.3 0 0 Balans U 45.144 6.156 - 22.57 22.57 -48.144 2 M25 M122 22.57 krom307.82-45.11n -262.68 krem 46.144 45.144 22:57 Case (b) Analysis prome can simply be drawn as W z 34,9 kahi Rai (8.4m) R31 SiMz! M31 2 zono rower suppest) w12 2307.821aum 21 BMD. 307.827 Comparison Structure (A) è indeterminate to depree of 3! Wherea

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