Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 145
the actualamounts do not agree. It looks as if the line of thrust in Fig. 411should be a trifle more eccentric to make the stresses in the two methodsof working more nearly alike. E 130 THE MECHANICS OF BUILDING CONSTRUCTION la comparing tlie maxfmum stresses produced in the flanges of abraced… … every case, but approaching the value of the solid web as they becomemoie numerous. In the case of the arched rib this relation does notseem to hold good, as the flange stresses are, on the whole, shown to begreater in the braced rib. EXERCISES ON LEGTUBB XVIII Q. 63. Pig. 415 shows cast liron roof…
Building · Structural analysis (Engineering)
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