Engineering for Architects
Engineering for Architects
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In our eReader you can find the full English version of the book. Read Engineering for Architects 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 Engineering for Architects
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To quickly assess the difficulty of the text, read a short excerpt:
The next step is the determination of the members in the girders. The two slabs, under the columns, are each 2 feet 6 inches long. The sets of I-beams will be assumed to act as uniform loads extending over 7 feet n inches and 7 feet 5 inches respectively. The shear diagram is shown in Fig. 41, and, as all the loads are uniformly dis- tributed, the shear is represented as varying as a series of sloping lines. In Chapter III the statement was made that a beam will ail by bending at the point wher...e the shear is zero. From the dia- ENGINEERING FOR ARCHITECTS 59 grams it can be seen that the shear is zero at any point between A and B. To find the bending moment at A we have two forces to account for the 6oo-ton load of the column acting downward and the 600- ton load of the footing acting upward. Both loads act through their centers of gravity. The moment of the column load is 600 tons X 6. 04 feet = 3624 foot-tons, and the moment of the footing is 600 X 3. 65 = 2, 190 foot-tons.
The difference is 1434 foot-tons.
What to read after Engineering for Architects?
You can find similar books in the "Read Also" column, or choose other free books by De Witt C De Witt Clinton Pond to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
The next step is the determination of the members in the girders. The two slabs, under the columns, are each 2 feet 6 inches long. The sets of I-beams will be assumed to act as uniform loads extending over 7 feet n inches and 7 feet 5 inches respectively. The shear diagram is shown in Fig. 41, and, as all the loads are uniformly dis- tributed, the shear is represented as varying as a series of sloping lines. In Chapter III the statement was made that a beam will ail by bending at the point wher...e the shear is zero. From the dia- ENGINEERING FOR ARCHITECTS 59 grams it can be seen that the shear is zero at any point between A and B. To find the bending moment at A we have two forces to account for the 6oo-ton load of the column acting downward and the 600- ton load of the footing acting upward. Both loads act through their centers of gravity. The moment of the column load is 600 tons X 6. 04 feet = 3624 foot-tons, and the moment of the footing is 600 X 3. 65 = 2, 190 foot-tons.
The difference is 1434 foot-tons.
What to read after Engineering for Architects?
You can find similar books in the "Read Also" column, or choose other free books by De Witt C De Witt Clinton Pond to read onlineMoreLess
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