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tne Hoss. A ssume ha dliag omls cans or pre ssine Sofce Determine Capproneler tha farce cach nembar of agenals can suppart eithar a tensile. ek com
modifej beam, AB, and consider tma Pin at A Solne usn s并仔ness 3ET/L lo k 20 2oP 2o fi
engineering   Civil-Engineering   
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20 ft T/ ac ton cu 丹 ecct Congidun sumat te moments aboot D M Sum dag Tarmto 5 18:33k 1232 RAD = 5k Tal oivw tO RHB 足HFo

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