Anyone can solve this question A light crane runway beam consists of a wide flage and a channel joined by 2 - 16 mm diameter rivetspaced at 125 mm on center longitudinaliy, throughout its length. The beam is simply supported on aspan of 6 m.W450mmx75kg/m9484 mm2C380mmx50kg/m6426 mmSectionAd.460 mm380 mm9 mm10 mmtw14 mm16 mm1.3x10"mm3.33x10 mm0.17x10 mm*40.03x10 mmlyX = 20mma) Compute the moment of inertia at the neutral axis.?b) Compute the allowable moving load P(kN) such that the allowable bending stress is Fbx-150O MPa.c) Calculate the allowable moving load P(kN) if the allowable shear stress in the rivets is 100 MPa.

Bending Stress: It is the stress generate during the bending of the beam. Its variation is zero to…

A light crane runway beam spaced at 125 mm on center longitudinally, throughout its length. The beam is simply supported on a span of 6 m. Section A d ty tw Ix ly W450mmx75kg/m 9484 mm² 460 mm 9 mm 14 mm 3.33x108 mm 0.17x108 mm C380mmx50kg/m 6426 mm² 380 mm 10 mm 16 mm 1.3x108 mm¹ 0.03x10 mm*¹ Xo = 20mm

A light crane runway beam spaced at 125 mm on center longitudinally, throughout its length. The beam is simply supported on a span of 6 m. Section A d ty tw Ix ly W450mmx75kg/m 9484 mm² 460 mm 9 mm 14 mm 3.33x108 mm 0.17x108 mm C380mmx50kg/m 6426 mm² 380 mm 10 mm 16 mm 1.3x108 mm¹ 0.03x10 mm*¹ Xo = 20mm

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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