Solve using direct method or method of superposition 1500 mm

Solve using \"direct method\" or \"method of superposition\".

1.500 mm (3) (2) 1,000 mm P 110 kN A steel rod (1) is attached to a steel post (2) at flange B. A downward load of 110 kN is ap tively. Rod (1) has a cross-sectional area of 800 mm2 and an elastic modulus of 200 GPa Post (2) has a cross-sectional area of 1,600 mm2 and an elastic modulus of 200 GPa, (a) Compute the normal stress in rod (1)and post (2). (b) Compute the defiection of flange B.

Solution

Sir, Please forword the problem again . I am unable to see any data avilable to solve the problem.

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