Kidder, Frank E. (Frank Eugene), 1859-1905 · New York, Comstock · leaf 89
eof the beams is bv computing the maximum bending moments forthe steel beams and obtaining the required section modulus orsection factor, by dividing by the safe unit fiber stress of the steel.When the section modulus has been obtained, the corresponding 62 BUILDING CONSTRUCTION. (Cn. II) value may…
Building · Carpentry · Masonry
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