Practical Structural Design; A Text and Reference Work for Engineers, Architects, Builders, Draftsmen and Technical Schools; Especially Adapted to the Needs of Self-Tutored Men
Practical Structural Design; A Text and Reference Work for Engineers, Architects, Builders, Draftsmen and Technical Schools; Especially Adapted to the Needs of Self-Tutored Men
This historic book may have numerous typos and missing text. Purchasers can download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1921 Excerpt: ...in. lbs. This moment must be resisted by tension in the bolts acting about the bearing face of the tables. The bolts should be placed on the vertical line through the center of the tables. Their lever arm is thus equal to one-half the table length, in this case 11.5 in. The ten 45 000 sion on the bolts = '. = 3920 lbs. ...
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This historic book may have numerous typos and missing text. Purchasers can download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1921 Excerpt: ...in. lbs. This moment must be resisted by tension in the bolts acting about the bearing face of the tables. The bolts should be placed on the vertical line through the center of the tables. Their lever arm is thus equal to one-half the table length, in this case 11.5 in. The ten 45 000 sion on the bolts = '. = 3920 lbs. Two bolts will be used 11.5 having an area of 0.3920 sq. in., for the stress on wrought iron bolts should not exceed 10,000 lbs. per sq. in. The nearest size is found to be in. bolts, which have an area at the root of the threads = 0.202 sq. in. and the combined area of two f-in. bolts = 0.404 sq. in. Two f-in. bolts therefore will be used in the middle of each table and four more will be used as shown to bind the joint together. In Fig. 94 is shown a steel-tabled fish-plate joint. This is a. joint that requires especially good and careful inspection. It is a detail for members carrying heavy stresses. It costs considerable for materials and on account of the number of tables required the labor cost is high, for there must be very careful cutting to insure even and snug bearing for all the tables. Bearing area required for tables = 45,000 0 r-=37.5 sq. ins. 12,00 Total combined 2, %x8 Plates S-Oi 8jK8'Tables, bearmg edges mi/led. Allrivvfsi? depth of tables = 12, s/s Bolts. 37 g Side Elevation.---'--= 2.34 in. Fig. 94-Steel Tabled Fish-plate Joint (make it 2f n) Will use tables 1-fo in. = 8 in., requiring 8 tables in all. 45 000 Each table transmits--'---= 11,250 lbs. and requires three f-in. rivets, as determined by bearing on a xVm-plate (see page 190). The tables are solid pieces of steel bar 1-fo ins. thick by 3 ins. wide riveted to the A-in. plate used as a fish-plate. The thickness of the fish-plate is determined as follows: Net se...
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