civilengineering4u

Deflection Chart of Beam at various Condition

		Simply supported beam with UDL		Simply supported beam with Point Load		Cantilever beam with UDL		Cantilever beam with Point Load
Load	W	30 KN/m		10 KN/m		1400 KN/m		10 KN/m
Length	l	5.60 m		5.00 m		3.80 m		5.00 m
Elasticity of Concrete = 5000(√fck)	Ec	22000000 MPa		22000000 MPa		22000000 MPa		22000000 MPa
Width	b	0.20 m		0.20 m		1.50 m		0.20 m
Depth	d	0.45 m		0.60 m		1.10 m		0.60 m
Moment	M	126.42 m		40.63 m		2601.46 m		40.63 m
Reaction	R	90.30 m		32.50 m		2738.38 m		32.50 m
Moment of Inertia = bd3/12	Ixx	0.0015 mm4		0.0036 mm4		0.1664 mm4		0.0036 mm4
Deflection	dy	11.5 mm		0.3 mm		10.0 mm		5.3 mm
Formula		5Wl4/384EI		Wl3/48EI		Wl4/8EI		Wl3/3EI