L=9m W=5kN/m 360 UB 50.7 35kNUniform Load W kN/mSpan LL/3Use the diagram above and the W and L values assigned to you to:a) Calculate the reactionsb) Draw the Shear Force diagramc) Draw the Bending Moment diagramd). Use the One Steel UB or UC data assigned to you to calculate the Maximum Bending Stress and where itoccurse). Calculate the moment of inertia for the UB or UC section assigned to you and compare the value withthat given in the data sheet. Is there a difference? What is the reason?

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Answered: 35kN Uniform Load W kN/m Span L L/3 Use…

35kN Uniform Load W kN/m Span L L/3 Use the diagram above and the W and L values assigned to you to: a) Calculate the reactions b) Draw the Shear Force diagram c) Draw the Bending Moment diagram

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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Concept explainers

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.

Question

L=9m W=5kN/m 360 UB 50.7

35kN
Uniform Load W kN/m
Span L
L/3
Use the diagram above and the W and L values assigned to you to:
a) Calculate the reactions
b) Draw the Shear Force diagram
c) Draw the Bending Moment diagram
d). Use the One Steel UB or UC data assigned to you to calculate the Maximum Bending Stress and where it
occurs
e). Calculate the moment of inertia for the UB or UC section assigned to you and compare the value with
that given in the data sheet. Is there a difference? What is the reason?

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