The Design of a Municipal Bathing Beach
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In our eReader you can find the full English version of the book. Read The Design of a Municipal Bathing Beach 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 The Design of a Municipal Bathing Beach
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per lin.
ft. is 1/8 X 220 X 29.43 x 12 = 971200 in.
Its.; thereby making a total bending moment of 13,371,200 in, lbs. The required section modulus is 13,371,200 -r 16,000 = 835.7, and a riveted plate girder having a web plate 36" X 7/16", four flange angles 6" x 4" x 5/8", and two plates 14" x 3/4", whose total section modulus is 840.4 in.^ will be used.
Girder 22 - 41 The girder 22 - 41 will span 52 ft. and 54 will carry the concentrated loads due to the reactions of the joists and their pane...l loads, Since this girder is a few feet shorter and carries twice as much concentrated load as girder £4—43, a section modulus which is twice that which was used for girder 24 — 43 may he used for girder 22 — 41.
55 FIRST FLOOR GIRDERS.
Girder 13 - 14 The reaction due to the joists and panel load is 39364 lbs. , which is concentrated at points 7 ft, center to center. The length of span is 28 ft, , and the tending moment due to the concentrated loads is (58046 x 14 — 39364 x7) 12 - 6445150 in, lbs.
What to read after The Design of a Municipal Bathing Beach?
You can find similar books in the "Read Also" column, or choose other free books by Nusser, William a to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
per lin.
ft. is 1/8 X 220 X 29.43 x 12 = 971200 in.
Its.; thereby making a total bending moment of 13,371,200 in, lbs. The required section modulus is 13,371,200 -r 16,000 = 835.7, and a riveted plate girder having a web plate 36" X 7/16", four flange angles 6" x 4" x 5/8", and two plates 14" x 3/4", whose total section modulus is 840.4 in.^ will be used.
Girder 22 - 41 The girder 22 - 41 will span 52 ft. and 54 will carry the concentrated loads due to the reactions of the joists and their pane...l loads, Since this girder is a few feet shorter and carries twice as much concentrated load as girder £4—43, a section modulus which is twice that which was used for girder 24 — 43 may he used for girder 22 — 41.
55 FIRST FLOOR GIRDERS.
Girder 13 - 14 The reaction due to the joists and panel load is 39364 lbs. , which is concentrated at points 7 ft, center to center. The length of span is 28 ft, , and the tending moment due to the concentrated loads is (58046 x 14 — 39364 x7) 12 - 6445150 in, lbs.
What to read after The Design of a Municipal Bathing Beach?
You can find similar books in the "Read Also" column, or choose other free books by Nusser, William a to read onlineMoreLess
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