495 ON THE STRENGTH OF WKOUGHT-IRON BRIDGE MEMBERS. To illustrate, if kc and kd are zero, a ilarly for the third part of Fig. 23, and =4 as for pointed ends, thus producing of (108) m=l. (97) from (105) as regards qualifying … Figure 23. of D there will be tension. Hence when the end sections are cut as in flat ends ; Fixed Ends. — Now if we consider the that tension cannot act, and the column stiffness at a fixed end as equivalent to a is weaker than for actual fixed ends. It appears therefore that the neutral axis…
Engineering
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