SECTION THICKNESSSECTION TYPE SPACING DEAD LOAD LIVE LOAD EFFECTIVE LENGTH FACTOR() EFFECTIVE BEARING LENGTH(N) C
t
2.0300 1200 0.1 0.5 0.7 0
ACTUAL DEFLECTION ALLOWABLE MAXIMUM SPAN UNDER SERVICEABILITY LIMTS
130.597 15.045
SELECTED SPANFAILURE MODEMOMENT CAPACITY CHECK WEB CRUSHING CHECK SHEAR CHECK ON WEB COMBINED BENDING AND WEB CRUSHING COMBINED BENDING AND SHEAR LATERAL TORSIONAL BUCKLING
6.0
mm mm kN/m2 kN/m2 mm mm m m
E I Ys Us AREA D Zx Sx B r ry No of 90 bends
205000000000 N/m2 0 m4 450 N/mm2 500 N/mm2 1094 mm2 300 mm 99680 mm3 116700 mm3 95 mm 2 mm 90 deg 0.04 m 4
SPAN OK SECTION OK SECTION OK SECTION OK SECTION OK SECTION OKSECTION IS ELASTIC
TRUE TRUE
section property tablet= 1.6 Type Ys=450N/mm2 A (mm)
C75 C100 C150 C200 C250 C300
75 100 150 200 250 300
t=
2.0 Type
Ys=450N/mm2 A (mm)
C75 C100 C150 C200 C250 C300
75 100 150 200 250 300
SERVICEABILITY CONDITION DEFLECTION(m) UNFACTORED IMPOSED LOAD
40(280/Ys)^0.5,M'c=Mc=PoZx} {25(280/Ys)^0.5
