Principles of Economy in the Design of Metallic Bridges;
Principles of Economy in the Design of Metallic Bridges;
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To quickly assess the difficulty of the text, read a short excerpt:
21, PI IV.).
For 2 = V'A,' + A' + ^1 • A, the minimum is M.
Sl = XVh: For A, = A, there is £r = A, . 1/3, and 5/ min. = 3.46J/. Or The maximum moment Mior cantilevers of extraordinary spans, of which the permanent weight is very great near the main-posts, is at the best |/^. If the middle span were one half of the whole span, the moment M would always be less Digitized by Google Sec. 2 1 .] UTILIZA TION OF ANCHOR A GE^MA TERIAL. 8 5 3 • 3 than g-pd^- Even if ^pa^ were taken as a basis of calcul...ating the strain-lengths of the anchorages of cantilever-bridges, the coefficients of these strain-lengths would still be very considerable, as compared with those for Whipple bridges.
We find for arrangements : abed SI = pa^ X 2.12 3.00 4.24 2.60 .... (35) This result confirms the remark at the end of § i6.
§21. utilization of Anchorage-Material for Short Outside Spans of a Cantilever-Bridge.
The anchorage of a cantilever with back-struts may be utilized to build a small outside span. CF of Fig.
What to read after Principles of Economy in the Design of Metallic Bridges;?
You can find similar books in the "Read Also" column, or choose other free books by Bender, Charles B. [from Old Catalog] to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
21, PI IV.).
For 2 = V'A,' + A' + ^1 • A, the minimum is M.
Sl = XVh: For A, = A, there is £r = A, . 1/3, and 5/ min. = 3.46J/. Or The maximum moment Mior cantilevers of extraordinary spans, of which the permanent weight is very great near the main-posts, is at the best |/^. If the middle span were one half of the whole span, the moment M would always be less Digitized by Google Sec. 2 1 .] UTILIZA TION OF ANCHOR A GE^MA TERIAL. 8 5 3 • 3 than g-pd^- Even if ^pa^ were taken as a basis of calcul...ating the strain-lengths of the anchorages of cantilever-bridges, the coefficients of these strain-lengths would still be very considerable, as compared with those for Whipple bridges.
We find for arrangements : abed SI = pa^ X 2.12 3.00 4.24 2.60 .... (35) This result confirms the remark at the end of § i6.
§21. utilization of Anchorage-Material for Short Outside Spans of a Cantilever-Bridge.
The anchorage of a cantilever with back-struts may be utilized to build a small outside span. CF of Fig.
What to read after Principles of Economy in the Design of Metallic Bridges;?
You can find similar books in the "Read Also" column, or choose other free books by Bender, Charles B. [from Old Catalog] to read onlineMoreLess
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