The calcul of this weight AppendixExpressions for axially loaded compression member:KIFor-< C. =2T²E[1 – (Kl/r)²/(2C? )]FyF, =5 3(Kl/r) _ (Kl/r)³8CcFy|21²E1212EKIFor-> CcFaFy23(KI/r)2Pa =FaAExpressions for beam:MR = F,S, in which S =-Expressions for tension member:Pt = A,F , in which F = 0.6FyP; = A,Ft , in which F = 0.5FuP = A.Ft , in which Ae = U An, F = 0.5FuP = A,F, + A,F; , in which Fy = 0.30Fµ , F; = 0.50FuP = nr,, in which r, = ApFv, ry = d t F,TABLE 2-1 Values for Reduction Coefficient, UU = 0.90W, M, S shapes or their tees.Connection is to the flanges.Minimum of three bolts per line in the direction ofCase Istress.(min.)(min.)U = 0,85All shapes and built-up cross sections not meetingthe requirements of case I. Minimum of three boltsper line in the direction of stress.Case IIU = 0.75All members whose connections have only two boltsper line in the direction of stress.Case IIIUnits:ksi : kips per square inchkips: kilo poundslb/ft: pounds per footkips/ft: kilo pounds per foot 1. Calculate the weight (in pounds) of a 1-ft length of a steel built-up member having a crosssection as shown. (unit weight of steel: 490 lb/ft³ ) (1ft =12 in. )91 x 6a-W16 X 67wL4X 3 xL3 X 3 x

1. Calculate the weight (in pounds) of a 1-ft length of a steel built-up member having a cross section as shown. (unit weight of steel: 490 lb/ft³ ) (1ft =12 in. ) -R9 X T6 W16 X 67 L4 X 3 x L3 X 3 x }

1. Calculate the weight (in pounds) of a 1-ft length of a steel built-up member having a cross section as shown. (unit weight of steel: 490 lb/ft³ ) (1ft =12 in. ) -R9 X T6 W16 X 67 L4 X 3 x L3 X 3 x }

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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