) The, Conposite section Shown, is subjectuol to a Sagging bevding moment of loo kN,m, Deter mine the maximum tensile oind Comeressive olress in each matirial. Es / Et = 20 Ans: (Ieg.) tim = i, 665.2 xlo m Bt)Hm = 5.5IMpa, Coc)tira. = 4.4MPn, cot)st.=134IMPA,(d)st, =16596M Pa. slici Himby 220 %3D I20 rio| 130 Tot

) The, Conposite section Shown, is subjectuol to a Sagging bevding moment of loo kN,m, Deter mine the maximum tensile oind Comeressive olress in each matirial. Es / Et = 20 Ans: (Ieg.) tim = i, 665.2 xlo m Bt)Hm = 5.5IMpa, Coc)tira. = 4.4MPn, cot)st.=134IMPA,(d)st, =16596M Pa. slici Himby 220 %3D I20 rio| 130 Tot

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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