Preview File Edit View Go Tools Window Help Screen Shot 2022-07-10 at 3.42.22 pm ●●● The painted placed the A 0 b 。 T Va

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Preview File Edit View Go Tools Window Help Screen Shot 2022 07 10 At 3 42 22 Pm The Painted Placed The A 0 B T Va 1 (87.93 KiB) Viewed 60 times

Preview File Edit View Go Tools Window Help Screen Shot 2022-07-10 at 3.42.22 pm ●●● The painted placed the A 0 b 。 T Variables Cross section 2.5m 25m 45 550 m 2200mm 1 Ase At the figure and J 4, C (centre) T f. = 38 Mpa J'ai = 3.5 MPa f=500 MPa E = 200 GPa E = 28600 MPa Į 4 Į Q Û o □ Search Sun 10 Jul 3:53 pm 2.3 The beam now has to carry an unfactored dead load (including self-weight) of G = 10 kN/m and an unfactored live load of Q-23 kN/m. Two concentrated unfactored live loads of P = 15 kN are applied at the positions shown in the figure. Determine if the design moment strength (M,) exceeds the factored design moment M.-0.85 M" - 379.297 kNm (1 mark) Does the beam satisfy the design requirement?