Just Q5.2 please ME10010 Solid Mechanics 2 – Tutorial Sheet 5 (Static)Q5.1 A beam has the cross-section shown in Fig 5.1(a) Calculate the second moment of areas, first if XX is the neutral axis, and secondly if YYis the neutral axis.(b) Determine the ratio of the resisting moments Mx and My if the maximum stress due tobending is the same in each case.MAXimum STRESS occrs AT HE SUREACE OF THE BEAMFARTHEST FRom THE NEUTRAL AXIS1102020All dimensions are in mm.320XXJustthis30Fig Q5.1qveshion260[Ans: 297.8×106 mm4; 46.4×106 mm4; Mx=3.47MY]Q5.2) If the beam of Q5.1 weighs 1250N/m of axial length, calculate the maximum value ofuniformly distributed vertical loading which it can carry over a horizontal span of 20 m.Assume that the beam is simply supported at each end, that XX is the neutral axis, and themaximum allowable bending stress is 230N/mm2.[Ans: 4448N/m]please

Centriody=260×3015+320×20190+110×20360260×30+320×20+20×110=129.57mmBy Parallel Axis…

MAXImum STRESS occRS AT THE SUREPCE OF THE BEAM FARTHEST 110 20 Y FROM THE NEUTRAL AXIS + 20 All dimensions are in mm. 320 X Just this 30 Fig Q5.1 qveshian 260 [Ans: 297.8x106 mm*; 46.4x10 mmt; Mx= 3.47My] Q5.2 If the beam of Q5.1 weighs 1250N/m of axial length, calculate the maximum value of uniformly distributed vertical loading which it can carry over a horizontal span of 20 m. Assume that the beam is simply supported at each end, that XX is the neutral axis, and the maximum allowable bending stress is 230N/mm?. [Ans: 4448N/m] please

MAXImum STRESS occRS AT THE SUREPCE OF THE BEAM FARTHEST 110 20 Y FROM THE NEUTRAL AXIS + 20 All dimensions are in mm. 320 X Just this 30 Fig Q5.1 qveshian 260 [Ans: 297.8x106 mm*; 46.4x10 mmt; Mx= 3.47My] Q5.2 If the beam of Q5.1 weighs 1250N/m of axial length, calculate the maximum value of uniformly distributed vertical loading which it can carry over a horizontal span of 20 m. Assume that the beam is simply supported at each end, that XX is the neutral axis, and the maximum allowable bending stress is 230N/mm?. [Ans: 4448N/m] please

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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