a) A steel channel section 200mm wide has a span of 8 metres. The channel rests on two existing supports formingsimply supported beam. A point load of 5kN is applied at the centre. Calculate and plot the moment, shear andreactions.P (5KN)Elevation-Revised Beam Design1.0mb) The load is moved so it is now applied 1.0 m from the longitudinal centre line of the beam.P (5KN)Plan-Revised Beam DesignP (5KN)FondP (SN)Elevation-Preliminary Beam DesignP (5KN)Plan-Preliminary Bear DesignSection A.A-Preliminary Beam Design Shown(Candidate to determine appropriate section shape)P (5KN)ISection A.A-Preliminary Beam Designi) The beam design will need to be changed to accommodate and support the load in this new position. Pleasesuggest the necessary changes and draw the plan, elevation, and section of the new beam layout. Pleaseplot all the moments, shears and reactions for this revised layout.ii) If the new beam supporting the revised loading position is changed to reinforced concrete, please sketchsection A-A through the beam showing the position of the reinforcement required. Explain what forces eachbar is reinforcing against.

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a) A steel channel section 200mm wide has a span of 8 metres. The channel rests on two existing supports forming simply supported beam. A point load of 5kN is applied at the centre. Calculate and plot the moment, shear and reactions. A P (SN) Elevation-Preliminary BeamDesign ■ P (SKN) Plan-Preliminary Beam Design P (SN) ↓ Section AA-Preliminary Beam Design

a) A steel channel section 200mm wide has a span of 8 metres. The channel rests on two existing supports forming simply supported beam. A point load of 5kN is applied at the centre. Calculate and plot the moment, shear and reactions. A P (SN) Elevation-Preliminary BeamDesign ■ P (SKN) Plan-Preliminary Beam Design P (SN) ↓ Section AA-Preliminary Beam Design

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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