Wrought Iron And Steel in Construction Convenient Rules Formulae And Tables F
Wrought Iron And Steel in Construction Convenient Rules Formulae And Tables F
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In our eReader you can find the full English version of the book. Read Wrought Iron And Steel in Construction Convenient Rules Formulae And Tables F 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 Wrought Iron And Steel in Construction Convenient Rules Formulae And Tables F
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8-7 4-5 6-6 3-7 4-8 3-2 4-1 2-8 3- 2- I- 1- 1*4 100 150 200 250 112 Deflection 90 Deflection 90 Deflection 70 Deflection 81 Deflection 65 Deflection 65 Deflection 52 Deflection 10 in Inches.
10 in Inches.
9 in Inches.
9 in Inches.
8 in Inches.
8 in Inches.
7 in Inches.
7 in Inches.
7 8 9 10 11 12 13 14 2-7 78 2-3 92 1 -9 1-06 1-1 1-26 100 150 200 250 8-8 2-9 2-4 2-0 1-8 1- 78 92 l-O. 'j 1'2 1*44 100 150 200 250 3-4 2-5 2-0 86 4-0 3-7 2-0 1 -6 86 4-0 2-7 2-0 1-6 97 3-3 2-2 1 -7 1-3 97 2-7 1-4 1-...09 2-4 1-6 1-2 9 1-09 2-8 2-1 1-7 1-02 3-4 2-3 1-7 1-4 1-02 3-4 2-3 1-7 1-4 1-16 2-8 1-9 1-4 1-18 2-3 1 5 1-2 9 1-32 2-0 1 -3 1-0 8 1-32 2-4 1-8 1-5 1-21 2-9 2-0 1-4 1-2 1-21 2-9 1 -9 1-4 1-2 1-36 2-4 ! 6 1-2 1 -0 1-36 2-1 1-8 1-3 1-40 2-5 1-7 1*9 1-0 1-40 100 150 200 250 100 150 200 250 100 150 2UO 250 100 150 200 250 100 150 200 250 WEOUGHT IRON AND STEEL.
PENCOYD BEAMS.
Greatest distance between centres of floor beams so that the bending stress on beam will not exceed its maximum safe load.
Figures in small type denote that the beams so placed will deflect more than ^ of an inch for each foot of span.
What to read after Wrought Iron And Steel in Construction Convenient Rules Formulae And Tables F?
You can find similar books in the "Read Also" column, or choose other free books by Pencoyd Iron Works to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
8-7 4-5 6-6 3-7 4-8 3-2 4-1 2-8 3- 2- I- 1- 1*4 100 150 200 250 112 Deflection 90 Deflection 90 Deflection 70 Deflection 81 Deflection 65 Deflection 65 Deflection 52 Deflection 10 in Inches.
10 in Inches.
9 in Inches.
9 in Inches.
8 in Inches.
8 in Inches.
7 in Inches.
7 in Inches.
7 8 9 10 11 12 13 14 2-7 78 2-3 92 1 -9 1-06 1-1 1-26 100 150 200 250 8-8 2-9 2-4 2-0 1-8 1- 78 92 l-O. 'j 1'2 1*44 100 150 200 250 3-4 2-5 2-0 86 4-0 3-7 2-0 1 -6 86 4-0 2-7 2-0 1-6 97 3-3 2-2 1 -7 1-3 97 2-7 1-4 1-...09 2-4 1-6 1-2 9 1-09 2-8 2-1 1-7 1-02 3-4 2-3 1-7 1-4 1-02 3-4 2-3 1-7 1-4 1-16 2-8 1-9 1-4 1-18 2-3 1 5 1-2 9 1-32 2-0 1 -3 1-0 8 1-32 2-4 1-8 1-5 1-21 2-9 2-0 1-4 1-2 1-21 2-9 1 -9 1-4 1-2 1-36 2-4 ! 6 1-2 1 -0 1-36 2-1 1-8 1-3 1-40 2-5 1-7 1*9 1-0 1-40 100 150 200 250 100 150 200 250 100 150 2UO 250 100 150 200 250 100 150 200 250 WEOUGHT IRON AND STEEL.
PENCOYD BEAMS.
Greatest distance between centres of floor beams so that the bending stress on beam will not exceed its maximum safe load.
Figures in small type denote that the beams so placed will deflect more than ^ of an inch for each foot of span.
What to read after Wrought Iron And Steel in Construction Convenient Rules Formulae And Tables F?
You can find similar books in the "Read Also" column, or choose other free books by Pencoyd Iron Works to read onlineMoreLess
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