Cyclopedia of architecture, carpentry, and building : a general reference work ... (1907)
American School of Correspondence · Chicago : American Technical Society · leaf 52
OTn OF MATEETALS 81 values. We shall use the same scale as in the preceding illustra-tion, 4,000 pounds to an inch. Then the lengths of the ordinatescorresponding to the values of the shear (see example 3, Art. 37)are respectively: 2,500^4,000=0.625 inch 2,400^4,000=0.015 1,400^4,000=0.305 etc.… … b Scey-le Fig. 14. 3. It is required to construct the shear diagram for thecantilever beam represented in Fig. 15, «, neglecting the weightof the beam. The value of the shear for any section in AB is - 500 pounds;for any section in BC, -1,500 pounds; and for any section inCD, - 3,500 pounds. Hence…
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