18 (12 000/Q). This givo3 a spacing of 43. The spacing will bemade 38 3/4 in all cases except the end 3pace3 which will bemade 42. Fig. 14 shows the stiffener and cross frame spac-ing which is U38d for all girders of the intermediate spans.It also gives the stresses and 3izes of members for…
Bridges · Viaducts · Theses
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