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Foundations of the Subject
Tension and Compression
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action allowable angle applied assumed axes axis beam becomes bending body calculate called Chapter circle column components compression compressive stress considered constant corresponding cross section curve deflection deformation derive Determine diagram diameter difference direction distributed effect elastic energy equal equations equilibrium Example expression factor Figure finally force function given gives hence increase length limit load magnitude material maximum means moments neutral normal Note obtain original plane plate positive possible preceding principal PROBLEMS proportional ratio reactions relative remain represents sense shaft shear force shear stress shown shown in Fig shows side simple sketch solution Solve steel strain strength structural supported tensile tension theory tion transmitted transverse twisting uniform unit values wall yield zero