Design Of  Angles :  Program Info. / Limitations ( Actual program is available in Super Civil CD )

Structural steel design is as per Indian Standard No. IS:800-1984.

Angles are designed under compression / tension & uni_axial bending.

The bending moment is applied in the plane of Y-Y axis, ie MYY = 0.00.

For unequal double angles, the longer side is assumed to be Placed as back to back.

Yield stress fy = 250 Mpa.  E = 200000 Mpa.

Increase in stress factor is applied to permissible stresses, hence stress ratio is taken as < = 1. 0

Only following angle members are used in design.
40 x 40 x 6	45 x 45 x 6	50 x 50 x 6	65 x 65 x 6	65 x 65 x 8	65 x 65 x 10
75 x 75 x 6	75 x 75 x 8	75 x 75 x 10	80 x 80 x 6	80 x 80 x 8	90 x 90 x 6
90 x 90 x 8	90 x 90 x 10	90 x 90 x 12	100 x 100 x 6	100 x 100 x 8	100 x 100 x 10
100 x 100 x 12	130 x 130 x 10	130 x 130 x 12	150 x 150 x 12	200 x 200 x 16	200 x 200 x 20
75 x 50 x 6	75 x 50 x 8	100 x 75 x 8	100 x 75 x 10	125 x 75 x 8	125 x 75 x 10
150 x 115 x 10	150 x 115 x 12	*	*	*	*