General Specifications for Structural Work of Buildings
General Specifications for Structural Work of Buildings
The book General Specifications for Structural Work of Buildings was written by author Here you can read free online of General Specifications for Structural Work of Buildings book, rate and share your impressions in comments. If you don't know what to write, just answer the question: Why is General Specifications for Structural Work of Buildings a good or bad book?
Where can I read General Specifications for Structural Work of Buildings for free?
In our eReader you can find the full English version of the book. Read General Specifications for Structural Work of Buildings 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 General Specifications for Structural Work of Buildings
In our eReader you can find the full English version of the book. Read General Specifications for Structural Work of Buildings 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 General Specifications for Structural Work of Buildings
What reading level is General Specifications for Structural Work of Buildings book?
To quickly assess the difficulty of the text, read a short excerpt:
Assembling.
Lattice Bars.
Web Stiffeners.
Splice Plates and Fillers.
Connection Angles.
Riveting.
Heating of Rivets.
Rivets.
Field Bolts.
Members to be Straight.
131. The diameter of the punch for material not more than f in. Thick shall be not more than T V in. , nor that of the die more than | in. Larger than the diameter of the rivet. Material more than f in. Thick, excepting in minor details, shall be sub-punched and reamed or drilled from the solid.
132. Punching shall be done accurately. ...Slight inaccuracy in the matching of holes may be corrected with reamers. Drifting to enlarge unfair holes will not be allowed. Poor matching of holes will be cause for rejection, at the option of the inspector.
133. Riveted members shall have all parts well pinned up and firmly drawn together with bolts before riveting is commenced. Con- tact surfaces shall be painted. (See Paragraph 157. ) 134. Lattice bars shall have neatly rounded ends, unless otherwise called for.
135. Stiffeners shall fit neatly between the flanges of girders.
What to read after General Specifications for Structural Work of Buildings?
You can find similar books in the "Read Also" column, or choose other free books by C C Charles Conrad Schneider to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
Assembling.
Lattice Bars.
Web Stiffeners.
Splice Plates and Fillers.
Connection Angles.
Riveting.
Heating of Rivets.
Rivets.
Field Bolts.
Members to be Straight.
131. The diameter of the punch for material not more than f in. Thick shall be not more than T V in. , nor that of the die more than | in. Larger than the diameter of the rivet. Material more than f in. Thick, excepting in minor details, shall be sub-punched and reamed or drilled from the solid.
132. Punching shall be done accurately. ...Slight inaccuracy in the matching of holes may be corrected with reamers. Drifting to enlarge unfair holes will not be allowed. Poor matching of holes will be cause for rejection, at the option of the inspector.
133. Riveted members shall have all parts well pinned up and firmly drawn together with bolts before riveting is commenced. Con- tact surfaces shall be painted. (See Paragraph 157. ) 134. Lattice bars shall have neatly rounded ends, unless otherwise called for.
135. Stiffeners shall fit neatly between the flanges of girders.
What to read after General Specifications for Structural Work of Buildings?
You can find similar books in the "Read Also" column, or choose other free books by C C Charles Conrad Schneider to read onlineMoreLess
Write Review:
User Reviews: