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if the beam is needed to be redesign as cantilevered at A.Proposed a suitable paramater

A simply supported beam carries multiple point load is shown in Figure 2. Due to a certain requirement, maximum deflection sh
(ENT246) mm-77 Wide-Flange Sections or W Shapes 3 3 014 19. 2 67 sso so 412 201 20 5 53 5 5 0 40 27 38 36 24 23. o SI Units 4
A simply supported beam carries multiple point load is shown in Figure 2. Due to a certain requirement, maximum deflection should not be more than 1/360 of the span length. If the allowable bending stress, ơallow 168 MPa and allowable shear stress, allo.-110 MPa. Rasuk yang disokong mudah membawa beban seragam. 30 kN/m diturjukkan dalam Gambarajah 3. Disebabkan sebuah keperluan terientu, pesongan maksimum harus tidak melebihi dibenarkan, ơallo.-180MPa dan tegasan ricih yang dibenarkan, t11M-120 MPa /360 panjang rentang. Jika tegasan lentur yang o (a) Choose the lightestwide flange beam from Appendix. Given E-225 GPa, ρ = 7850 kg/m3.pilih berat rasuk bebibir lebar yang teringan di Diberikan data E -225 GPa, p 7850 kg/m'] data (12 Marks / Markah) (b) If the beam is needed to be redesigned as cantilever at A, propose suitable parameters that can be changed in order to meet the same requirement as Question 2(a) and justify your answer. Given data: E-225 GPa, p 7850 kg/m3. (Jika rasuk diperlukan untuk direka bentuk semula sebagai julur rasuk di A, cadangkan parameter yang sesuai boleh diubah supaya boleh memenuhi keperluan yang sama seperti Soalan B2(a). Justifikasikan jawapan anda. Data yang diberi: E -225 GPa, p - 7850 kg/ms] (8 Marks/ Markah 60 KN 60 kN 60 kN 1.0 m Figure 2 [Gambarajah 21
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Answer #1

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