Wrought Iron And Steel in Construction Convenient Rules Formulae And Tables F
Wrought Iron And Steel in Construction Convenient Rules Formulae And Tables F
Pencoyd Iron Works
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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.
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