Homework Answers
Cb IS FOR LATERAL TORSIONAL LIMIT FOR NONUNIFORM MOMENT MODIFICATION FACTOR Cb IS PROVIDED
AISC EQUATIONS F2.2 AND F2.3 GIVES THIS FACTOR NON UNIFORM GRADIENT TO UNSUPPORTED LENGTH OF BEAM.
Mmax=ABSOLUTE MAXIMUM MOMENT OF UNBRACED PART
M1=ABSOLUTE MAXIMUM OF QUARTER SEGMENT OF UNBRACED PART
M2=ABSOLUTE MAXIMUM AT CENTRE OF UNBRACED PART
M3=ABSOLUTE MAX OF THIRD QUARTER POINT OF UNBRACED LENGTH
Cb=12.5Mmax/(2.5Mmax+3M1+4M2+3M3)
USE OF THIS COEFFICIENT WILL TAKE INTO ACCOUNT END CONDITION THAT IS END RESTRAIN AND LOAD CONDITION OF BEAM ON LATERAL BUCKLING
Cb VALUE FOR SIMPLY SUPPORTED BEAM IS 1.33
FOR FIXED END BEAM VALUE IS 2.33
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