I need answer within 20 minutes please please with my best wishes 6KNE4 KN/m.2mb2Finds1- The DiplanceCa) akwhich theBeuclingmomentt in C=-50 KN.m2- Draw S.F.D3- Jive the Beuling Moment_eq.Frome3-C4- Section modulus(S)of Maximumstress Cassume, bi= 4H00mmth=D3oorb2=250mm,hz=2005-Maximum stress at Bassume ( br=520.fu=360) mmhzz24)mm

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6KN E4 KN/m. 2m b2 Finds 4- The Dislance(a) atwhich the Beucling momentt in C=-50 KN.m 2- Draw S.F.D 3- Jive the Beuding Moment_eq. From 3-C 4- Secdion moduluz(S)of Maximum stress Cassume, bi= H00mmth=3oor b2=250mm,hz=2001 5-Maximum stress at B assume ( br =520. ibr=400 fu=360) mm hzz240)mm

6KN E4 KN/m. 2m b2 Finds 4- The Dislance(a) atwhich the Beucling momentt in C=-50 KN.m 2- Draw S.F.D 3- Jive the Beuding Moment_eq. From 3-C 4- Secdion moduluz(S)of Maximum stress Cassume, bi= H00mmth=3oor b2=250mm,hz=2001 5-Maximum stress at B assume ( br =520. ibr=400 fu=360) mm hzz240)mm

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter9: Moments And Products Of Inertia Of Areas

Section: Chapter Questions

Problem 9.16P: Figure (a) shows the cross-sectional dimensions for the structural steel section known as C1020...

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Question

I need answer within 20 minutes please please with my best wishes

6KN
E4 KN/m.
2m
b2
Finds
1- The DiplanceCa) akwhich theBeucling
momentt in C=-50 KN.m
2- Draw S.F.D
3- Jive the Beuling Moment_eq.
Frome
3-C
4- Section modulus(S)of Maximum
stress Cassume, bi= 4H00mmth=D3oor
b2=250mm,hz=200
5-Maximum stress at B
assume ( br=520.
fu=360) mm
hzz24)mm

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