Structural Designers Handbook Giving Diagrams And Tables for the Design of Bea

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Example. The end reaction on a lo-in. 25-lb. I-beam, lo-ft. Span, loaded to its full capacity, is 6^/2 tons. If the span were 30 ft. The reaction would be one-third of &/ 2, or 2. 2 tons.

The values to be obtained from the diagram just described are used in the design of connection angles and bearing plates, along with the following table and diagram.

DESIGN OF CONNECTION ANGLES. STANDARD CONNECTION ANGLES: The sizes of angles used for "standards" are closely represented by the following list :

Passaic, Carnegie, Cambria, Jones & L. 4 x 4 x^ 6 X4 x H Pencoyd 4 x 3^ x 7 Aa 6 x 3 ^x 7 A Am. Bridge 4 ><4 x Vl 6 x 4 X 7 A.

Anonymous 3^ x ?/* x H 3^x 3 y 2 x 6 A.

END REACTIONS. 6?

The lengths of standard angles for the several sizes of beams are usually as follows : For 24" I s i' 6" 1 g. For . . 10" to 7" Is and [ s o' 5" 1 g_ " 20" and 18" i' 3" " .. 6" o' 3" 15" Is and [s o' 10" " .. 5" o' 2]/ 2 " " " 12" I s and [ s o' 7y 2 " " " ..

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