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Draw N z diagram. Material: concrete n=3 compress = -300 kG/cm 2 q=2 T/m; P=4T; k 1 =0.5; k 2 =0.2; l=4m D KI

Draw N _zdiagram.

Material: concrete

n=3

σ compress = -300 kG/cm ²

q=2 T/m; P=4T; k ₁=0.5; k ₂=0.2; l=4m

D KI a

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