For the beam that is depicted below is subjected to a distributed load w, concentrated load P and concentrated moment Mo. The length is specified L= 10 meters. The cross section is represented by an l-beam. Material is aluminum; vield stress= 276 MPa; E= 69.9 GPa; required safety factor is k= 1.5. The allowable displacement valow- L/500. Design the beam so that it satisfies strength condition, as well as stiffness condition. The moments of inertia of l-beams are given on pages 806-807 of the textbook, the number s is your serial number. Note: don't forget to depict FBD. Write equations to determine reactions. Use singularity Functions, not the superposition principle. Please do not use SKYCIV software.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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For the beam that is depicted below is subjected to a distributed load wo,
concentrated load P and concentrated moment M,. The length is specified L= 10
meters. The cross section is represented by an l-beam. Material is aluminum;
yield stress= 276 MPa; E= 69.9 GPa; required safety factor is k=1,5. The allowable
displacement valow- L/500. Design the beam so that it satisfies strength condition,
as well as stiffness condition. The moments of inertia of I-beams are given on
pages 806-807 of the textbook, the number s is your serial number. Note: don't
forget to depict FBD. Write equations to determine reactions. Use singularity
functions, not the superposition principle. Please do not use SKYCIV software.
Depict the problem at hand, FBD, and diagrams of shear force, bending moment,
and displacement, on a single, colored page.
四
111
S=32
Transcribed Image Text:For the beam that is depicted below is subjected to a distributed load wo, concentrated load P and concentrated moment M,. The length is specified L= 10 meters. The cross section is represented by an l-beam. Material is aluminum; yield stress= 276 MPa; E= 69.9 GPa; required safety factor is k=1,5. The allowable displacement valow- L/500. Design the beam so that it satisfies strength condition, as well as stiffness condition. The moments of inertia of I-beams are given on pages 806-807 of the textbook, the number s is your serial number. Note: don't forget to depict FBD. Write equations to determine reactions. Use singularity functions, not the superposition principle. Please do not use SKYCIV software. Depict the problem at hand, FBD, and diagrams of shear force, bending moment, and displacement, on a single, colored page. 四 111 S=32
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