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part1 q=2 T/m; P=4T; k 1 =0.5; k 2 =0.2; l=4m Draw N z diagram. part-2 about the rectangle image Material: concrete n=3 compress

part1

q=2 T/m; P=4T; k =0.5; k =0.2; l=4m

Draw N diagram.

 

part-2

 about the rectangle image

Material: concrete

n=3

σ compress = -300 kG/cm 2

   

D KI a

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