(c) Based on the analysis in Q1(b) and Figure Q1(b), check if the shear link near support B is adequate. (10 marks) АО

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answerhappygod
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(c) Based on the analysis in Q1(b) and Figure Q1(b), check if the shear link near support B is adequate. (10 marks) АО

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(c) Based on the analysis in Q1(b) and Figure Q1(b), check if the shear link near support B is adequate. (10 marks)
АО 50 mm 2m H10-250 c/c H10-250- 2H25 2125 250 mm 2H25 3H25 Section 1-1 Ignore for calculation wwoo 750 mm F |-| 8m HIO-250 c/c Ľ 50 mm H10-250- -3H25 Detailing of Beam 1/A-B FIGURE Q1(b) 2125 250 mm 2H25 2H25 Section 2-2 2H25 700 mm F2₂ -Ignore for calculation 750 mm ||P
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