A Study of Roof Trusses

Cover A Study of Roof Trusses
A Study of Roof Trusses
N Clifford Nathan Clifford Ricker
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Pish plates should be i\ in. Thick, and 12 one-in. Bolts are needed. 11. Calculation of center length weights of members The center length of each member is easily computed or measured on the truss diagram and it is then written on the stress sheet. This center length is then multiplied by the weight per linear foot of the member, which is doubled to include both sides of the truss (except for the middle vertical 18 18). These weights are then written in the proper column of the stress sheet. E...J ass s a el \ Fiq. 6-DC. TAILS or J01/ST3. Aoo FT 3F*xr\. FIG. 6 12. Calculation of weights of joints and connections The differences between the actual and center length weights of each member are next computed and written on the stress sheet. The table of rods, etc. , gives for rods their weight in pounds per linear foot, also the weight of the two upset ends, of two nuts, and of two cast-iron washers, but it does not include the portions of rod between the intersection of the center lines of the truss members and the upset end of rod.

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