By ITT Grinnell Industrial Piping Inc.
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Additional info for Piping Design and Engineering - 6th Ed
Example text
6 o 0. 04 0. 075 0. 50 I 14 0. 14 0. 23 0. 23 0. 45 0. 4 0. 007 0. 25 t 0. 007 0 0041 0. 110 3. 26 0. ltterc indi@te location of maxinrunr combined stress. 26 0. 32 z 0. P 0. 11 0. ]SICN AND ENGINEERIN(; EXPANSION BENDS The tables for steel expansion bends on pages 34 to 45 permit the sclection of bends designed to absorb expansion betrveen tl'o fixed points. The tabulated defleclions and anchor forces produce a maximum bending stress of 10,000 psi rvith a nodulus of elasticity, E, of 29 X 106 psi rvhen the tl'o ierminals of the bend are restrained from rotation, as shorvn in Figure 1.
Thick- No. ness Deflec- Anchor Force, lb tion, ln. 12 0. 35 621 496 El4 ti51 728 tb Force, in. 276 0. 300 0. 78 1284 0. 73 3705 12' std. 00 6592 std. 27 4181 6692 std. 52 4392 7030 srd. 97 4596 srd. 79 7660 45 ITT GRINNELL - PIPING DESIGN AND ENGINEERING LINE INERTIAS When determining the location of the centroid of a systern and the value of the inertias it is necessary to consider each uniJony segment individually. The value of each segment is a function of its length, shape, and location applied at its center of gravity.
Ness Deflec- Anchor Force, lb tion, ln. 12 0. 35 621 496 El4 ti51 728 tb Force, in. 276 0. 300 0. 78 1284 0. 73 3705 12' std. 00 6592 std. 27 4181 6692 std. 52 4392 7030 srd. 97 4596 srd. 79 7660 45 ITT GRINNELL - PIPING DESIGN AND ENGINEERING LINE INERTIAS When determining the location of the centroid of a systern and the value of the inertias it is necessary to consider each uniJony segment individually. The value of each segment is a function of its length, shape, and location applied at its center of gravity.