The Design of Steel Mill Buildings And the Calculation of Stresses in Framed Str
The Design of Steel Mill Buildings And the Calculation of Stresses in Framed Str
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08 " o. O"; " " o. Oj. Per cent. 0. 04 " " 04. " " 0. 05 per cent. 0. 08 " 0. 05 " " Ultimate tensile strength.. Pounds per square inch Desired 60, 000 1, 500, 000* Desired 50, 000 1, 500, 000 Not less than 65, 000 Elongation: min. % in 2 /x ... Character of fracture Ult. Tensile strength 22 Silky Ult. Tensile strength. Silky 18 Silky or fine granular Cold bends without fracture.
1 80 flatt 1 80 flatt 90, d = 3/ The yield point, as indicated by the drop of beam, shall be recorded in the test re...ports.
1 20. Allowable Variations. If the ultimate strength varies more than 4, 000 Ibs. From that desired, a retest shall be made on the same * See paragraph 128.
f See paragraphs 129, 130 and 131.
$ See paragraph 132.
STEEL FRAME BUILDINGS.
413 gage, which, to be acceptable, shall be within 5, 000 Ibs. Of the desired ultimate.
121. Chemical Analyses. Chemical determinations of the per- centages of carbon, phosphorus, sulphur and manganese shall be made by the manufacturer from a test ingot taken at the time of the pouring of each melt of steel and a correct copy of such analysis shall be fur- nished to the engineer or his inspector.
What to read after The Design of Steel Mill Buildings And the Calculation of Stresses in Framed Str?
You can find similar books in the "Read Also" column, or choose other free books by Milo S Milo Smith Ketchum to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
08 " o. O"; " " o. Oj. Per cent. 0. 04 " " 04. " " 0. 05 per cent. 0. 08 " 0. 05 " " Ultimate tensile strength.. Pounds per square inch Desired 60, 000 1, 500, 000* Desired 50, 000 1, 500, 000 Not less than 65, 000 Elongation: min. % in 2 /x ... Character of fracture Ult. Tensile strength 22 Silky Ult. Tensile strength. Silky 18 Silky or fine granular Cold bends without fracture.
1 80 flatt 1 80 flatt 90, d = 3/ The yield point, as indicated by the drop of beam, shall be recorded in the test re...ports.
1 20. Allowable Variations. If the ultimate strength varies more than 4, 000 Ibs. From that desired, a retest shall be made on the same * See paragraph 128.
f See paragraphs 129, 130 and 131.
$ See paragraph 132.
STEEL FRAME BUILDINGS.
413 gage, which, to be acceptable, shall be within 5, 000 Ibs. Of the desired ultimate.
121. Chemical Analyses. Chemical determinations of the per- centages of carbon, phosphorus, sulphur and manganese shall be made by the manufacturer from a test ingot taken at the time of the pouring of each melt of steel and a correct copy of such analysis shall be fur- nished to the engineer or his inspector.
What to read after The Design of Steel Mill Buildings And the Calculation of Stresses in Framed Str?
You can find similar books in the "Read Also" column, or choose other free books by Milo S Milo Smith Ketchum to read onlineMoreLess
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