Homework Answers
There are no horizontal forces only vertical force F = 90 kN at G.
we find reactions at A and L , supports Ay and Ly
take moments about A.
Ma = Ly* 54 -90*27 =0
Ly = 45 kN
Fy = Ay + Ly - 90 kN =0
Ay = 45 kN
Moment of about C
Mc = -18*90 = -1620 kN-m
about E
Me = -9 *90 = -810 kN-m
about G : Mg = 0*90 = 0
about H : Mh = 9*90 = 810 kN-m
about J ; Mj = 18*90 = 18 *90 = 1620 kN-m
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All i need is graphs thank you!
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Modulus of elasticity, E and
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All i need is graphs thank you!
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