DTSApp | Beam Formulas

Beam Formulas

Beam Formulas

Simple Beam - Uniformly Distributed Load

Type

Span length, L m

Load, Q kN/m

Distance, x m

EI Constant

EI Input

RESULT

Support Reactions

R_A

=

18.6

kN

R_B

=

18.5

kN

Moment

M_MAX

=

186.6

kNm

At x

=

54.4

m

Shear

V_A

=

35.5

kN

V_B

=

74.5

kN

Deflection

Y_MAX

=

54.4

m/EI^(*)

At x

=

54.4

m

Value at X

M_x

=

14.4

kNm

V_x

=

9.4

kN

Y_x

=

54.3

m/EI^(*)

Notes:

* : EI in kN.m²