FREE BOOKS

Author's List




PREV.   NEXT  
|<   6   7   8   9   10   11   12   13   14   15   16   17   18   19   20   21   22   23   24   25   26   27   28   29   30  
31   32   33   34   35   36   37   38   39   40   41   42   43   44   45   46   47   48   49   50   51   52   53   54   55   >>   >|  
the bevels is reversed, as will be evident after a little consideration. When all the legs are ready, knock them into place, driving the shoulders tight up against the top, and nail them on. The projections are sawn off roughly and planed down flush with the top. Then affix the tie C at each end, and plane its edges off neatly. Truing the Legs.--Stand the stool on end, top flat against the wall. Measure off a 20-inch perpendicular from the wall to the outside corner of each of the two upper legs. (Fig. 3.) Lay a straightedge from mark to mark, and draw lines across the legs. Reverse the trestle, and do the same with the legs at the other end. Then turn the trestle on its side, and draw lines on the other outside faces of the legs, using the lines already made as guides. If the operation has been carried through accurately, all eight lines will be in a plane parallel to the top. Cut off the ends of the legs below the lines, and the trestle is finished. II. A JOINER'S BENCH. After finishing his sawing trestle the reader may be willing to undertake a larger job, the manufacture of a joiner's bench--if he does not already possess a good article--heavy and rigid enough to stand firm under plane and hammer. For the general design and detailed measurements he is referred to Figs. 4 and 5, in which the dimensions of each part are figured clearly. The length of 5 feet, width of 2 feet (exclusive of the back E), and height of 2 feet 7-1/2 inches will be found a good average. If the legs prove a bit long for some readers, it is a simple matter to lay a plank beside the bench to raise the (human) feet an inch or two. In order to give rigidity, the struts S1S2 of the trestles at the end and the braces DD on the front are "halved" where they overlap the legs and front so as to offer the resistance of a "shoulder" to any thrust. [Illustration: Fig. 4.--Front elevation of Joiner's bench] Materials.--The cost of these will be, approximately: wood, 12s. 6d.; [12 Shillings. 6 Pence] bench screw, 1s. 6d.; nails and screws, 1s.; or 15s. in all. It is advisable to show the timber merchant the specifications, so that he may cut up the stuff most economically. If the wood is mill-planed before delivery a lot of trouble will be saved, as no further finish will be required, except perhaps at the top corners. In passing, one should remark that the boards used should be of the widths and lengths given; while as regards thi
PREV.   NEXT  
|<   6   7   8   9   10   11   12   13   14   15   16   17   18   19   20   21   22   23   24   25   26   27   28   29   30  
31   32   33   34   35   36   37   38   39   40   41   42   43   44   45   46   47   48   49   50   51   52   53   54   55   >>   >|  



Top keywords:

trestle

 

planed

 

halved

 
overlap
 

consideration

 
struts
 

trestles

 

braces

 

resistance

 
Joiner

Materials

 

elevation

 

shoulder

 

thrust

 

Illustration

 

rigidity

 

readers

 
inches
 
average
 
simple

matter

 

approximately

 
required
 

finish

 

corners

 

delivery

 

trouble

 
passing
 

lengths

 

widths


bevels

 

remark

 

boards

 

evident

 

screws

 

Shillings

 

economically

 
reversed
 

specifications

 
advisable

timber

 

merchant

 

height

 

carried

 

accurately

 

operation

 

projections

 

guides

 

JOINER

 

finished