The least permissible clear dimension of the web of thickness t in the panel of a plate girder, is restricted to
Options
A. 150 t
B. 160 t
C. 170 t
D. 180 t
E. 200 t
Correct Answer
180 t
Steel Structure Design problems
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1. A column is carrying an axial load W and an eccentric load P. If A is its cross-sectional area, ex and ey are the eccentricities and Pxx and Zyy the section modulli, the equivalent axial load is obtained from the formula,
7. If d is the diameter of column, D is the side of square base, W is total axial load and p is the allowable bending stress, the thickness (t) of the base plate, is