he to The structure loaded as shuwn : he 4m P 40 KN E 200 GPa 12=1c_100 x 10° mm • Solve the reaction (KN) at the roller support? • Solve the mO ment CKNm) at the joint connc Cold
he to The structure loaded as shuwn : he 4m P 40 KN E 200 GPa 12=1c_100 x 10° mm • Solve the reaction (KN) at the roller support? • Solve the mO ment CKNm) at the joint connc Cold
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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