Pls help ASAP A steel wide-flange section is used as a cantilever beam having a span of 6 ft. The beam supports a distributed load that varies uniformly from 3 kips/ft at the support to zero at the free end. Determine the required moment of inertia of the beam if thedeflection is not to exceed 1/240 times the span.11. CANTILEVER BEAM: LOAD INCREASING UNIFORMLY TO FIXED ENDR=V...V, ....12M max (at fixed end).WIW31ShearM,Amax (at free end). . ..1SEI(8 - 514x+ 4/5)60E2M maxMomentA,Coeff. ofThermalExpansion a Poisson'sin/in./Fx 10-6Mod. of Mod. of Tensile YieldElasticity RigidityGStrengthF,ksiUltimate StrengthksiDensityRatiopcfTens. Comp. ShearMaterialksiksiSteel ASTM A36 or49030,00012,00036586.50.25A501Steel (high-strengthlow-alloy) ASTMA99249030,00012,00050656.50.25Steel AISI 102049030,00011,50030556.50.25hot-rolledSteel AISI 104049030,00011,50042766.50.25hot-rolledStainless steel49029,00011,6004085606.50.25(annealed)Cast iron (gray)49015,00060002080325.90.264000Aluminum alloy6061-T616510,00035382713.10.33Titanium alloy27516,50065001301401005.4Magnesium alloy1126500240020402014.50.34Brass (rolled)Activate Windows53514,000600050605010.40.34Bronze (cast)53512.000500025335610.10.35Go to Settings to activate WindcCopper(hard drawn)55015,00060004055389.30.3519:56

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A steel wide-flange section is used as a cantilever beam having a span of 6 ft. The beam supports a distributed load that varies uniformly from 3 kips/ft at the support to zero at the free end. Determine the required moment of inertia of the beam if the deflection is not to exceed 1/240 times the span.

A steel wide-flange section is used as a cantilever beam having a span of 6 ft. The beam supports a distributed load that varies uniformly from 3 kips/ft at the support to zero at the free end. Determine the required moment of inertia of the beam if the deflection is not to exceed 1/240 times the span.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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