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Z Programs for the Analysis of the Structure
Beam Analysis and Design
11 other sections not shown
analysis program answers PRINT AREA OF TENSION axial load axial load capacity base cantilever centroid CHARACTERISTIC STRENGTH coefﬁcients COLUMN BREADTH COLUMN DEPTH column section compression face compression steel Concrete grade FU continuous beam crack widths Data input dead load deﬂection DEPTH TO REINFORCING dimensions DISP ENTER TITLE effective depth effective height end moments FACTOR OF SAFETY ﬁle ﬂange FLANGED GOSUB GOTO SUBROUTINE GRADE fcu INPUT DATA Title INPUT FU Input of data iteration kN.m List of variables maximum metres microcomputer midspan minimum modiﬁed N/mmz N/sq.mm neutral axis depth PRINT DATA PRINT PRINT PRINT program Lines Program variables punching shear Q REM ratio reinforced concrete reinforcing bars shear force shear stress shown in ﬁgure slab SPAN LENGTH sq.mm STEEL AREA Steel compressive stress Steel tensile stress stiffness STRENGTH OF REINFORCEMENT stress block subroutine on line Subroutine to calculate tension steel torsional uncracked section