Strength And Calculation of Dimensions of Iron And Steel Constructions, With Reference to the Latest Experiments
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In our eReader you can find the full English version of the book. Read Strength And Calculation of Dimensions of Iron And Steel Constructions, With Reference to the Latest Experiments Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book Strength And Calculation of Dimensions of Iron And Steel Constructions, With Reference to the Latest Experiments
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(23) 3 bh These are the formulas of Laissle and Schubler.
The values of b for wrought-iron in the respective eases when the shearing is always in the same direction, as near supports ; and when it acts in opposite directions, as near the middle of spans, are — 1 min. V x .
6=700(1+- ) \ 2 max. V x ' (1 max. Vx v 1-- ) 2 max. Vx Formulas (22) and (23) give the maximum value only of max. V a ; this always occurs at a support, so that only the first b formula for b is employed.
For a simple plate-...girder with uniformly distributed load, max. Vx = iq I ; min. Vx = \pl; hence J=700( 1+— ) V 2 2 / and by substitution in (22) 930+ 1 + - W , 2?' in which p = weight of girder, q = total load in met. kil.
per meter ; I = width of span in metres ; h = distance be- tween centres of gravity in centimeters.
Example. — For simple plate girders of I = 7 and 10 m.
65 of span ; h = 70 and 100 ctr. ; p = 900, q = 8,100 ; p = 1,100, q = 6,600 kil.
What thickness of web answers for all forces ?
8,100.7 ForZ = 7 d = =0.82 cm.
What to read after Strength And Calculation of Dimensions of Iron And Steel Constructions, With Reference to the Latest Experiments?
You can find similar books in the "Read Also" column, or choose other free books by Weyrauch, Jacob J. (Jacob Johann), B. 1845 to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
(23) 3 bh These are the formulas of Laissle and Schubler.
The values of b for wrought-iron in the respective eases when the shearing is always in the same direction, as near supports ; and when it acts in opposite directions, as near the middle of spans, are — 1 min. V x .
6=700(1+- ) \ 2 max. V x ' (1 max. Vx v 1-- ) 2 max. Vx Formulas (22) and (23) give the maximum value only of max. V a ; this always occurs at a support, so that only the first b formula for b is employed.
For a simple plate-...girder with uniformly distributed load, max. Vx = iq I ; min. Vx = \pl; hence J=700( 1+— ) V 2 2 / and by substitution in (22) 930+ 1 + - W , 2?' in which p = weight of girder, q = total load in met. kil.
per meter ; I = width of span in metres ; h = distance be- tween centres of gravity in centimeters.
Example. — For simple plate girders of I = 7 and 10 m.
65 of span ; h = 70 and 100 ctr. ; p = 900, q = 8,100 ; p = 1,100, q = 6,600 kil.
What thickness of web answers for all forces ?
8,100.7 ForZ = 7 d = =0.82 cm.
What to read after Strength And Calculation of Dimensions of Iron And Steel Constructions, With Reference to the Latest Experiments?
You can find similar books in the "Read Also" column, or choose other free books by Weyrauch, Jacob J. (Jacob Johann), B. 1845 to read onlineMoreLess
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