Updraft

Bar fixed at both ends (in series)

Gives the reactions, axial forces, stresses and extensions for a bar fixed to rigid walls at both ends and loaded axially at an intermediate point C. Length, sectional area and Young's modulus can be set for each segment, so stepped bars and bars made of two materials are covered as well.

Diagram: Kéo và nén Bar fixed at both ends (in series)

Log in to calculate

Input

Load
PP
区間1Length
L1L_1
区間1Cross-sectional area
A1A_1
区間1Young's modulus
E1E_1
区間2Length
L2L_2
区間2Cross-sectional area
A2A_2
区間2Young's modulus
E2E_2

Result

A 端Reaction force
RAR_A
B 端Reaction force
RBR_B
区間1Axial force
N1N_1
区間2Axial force
N2N_2
区間1Stress
σ1\sigma_1
区間2Stress
σ2\sigma_2
区間1Elongation
λ1\lambda_1
区間2Elongation
λ2\lambda_2
検算Total elongation
λ1+λ2\lambda_1 + \lambda_2
C 点Displacement
δC\delta_C

Related pages

Bar fixed at both ends (in series) | Updraft - Mechanical Engineering Calculators