If we put 10 Kips (left) and 6 Kips (right) side for the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the
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Proceedings of the annual convention . .100 .200 Scale : Inches Wllliot Diagram 34 Iron and Steel Structures EXAMPLE 2 SECONDARY STRESSESLOADING FRAME Units: Angles 17,6 rodionsMoments in. kips Sheors kips
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