Crack Width Calculation Ec2 Software
- Crack Width Calculation Ec2 Software Pdf
- Crack Width Calculation Ec2 Software Free
- Crack Width Calculation Ec2 Software Downloads
RC-SEC-EN is a software for the calculation of reinforced concrete sections according to EN 1992-1-1 and EN 1998-1 and eventual national application annexes.This software is a standalone application for checks of reinforced section belonging to beams, columns and walls. In seismic checks is considered the class of ductility demand (DCL, DCM or DCH) and whether or not the section is within a critical region of the member. If the checks are not seismic you must select the low ductility class (DCL) and so only EN 1992-1-1 is applied.
COMPACT is a suite of computer-aided learning programs covering 11 topics on concrete technology and the design of concrete structures to EC2, where. Calculate stresses under combined bending & axial load, minimum reinforcement areas, crack widths to BS5400 & EuroCode2, ultimate moment capacity for.
Description Calculation of reinforced concrete sections according to Ec – RC-SEC-ENRC-SEC-EN – Calculation of reinforced concrete sections according to – performs checks for:Ultimate Limit State (ULS):. Uniaxial or biaxial Bending with or without axial force (§6.1 EC2-§5.4.3 EC8).
It is also provided the eventual design of longitudinal and/or transverse reinforcement. Interactions domains N-Mx, Mx-My, N-Mx,My, with numerical results and graphical representation.
Crack Width Calculation Ec2 Software Pdf
Uniaxial and biaxial Shear (§6.2 EC2-§5.4.3 EC8) and Torsion (§6.3 EC2) force, with eventual design of stirrups. Instability by the method based on nominal curvature with uniaxial or biaxial bending.
Crack Width Calculation Ec2 Software Free
Crack Width Calculation Ec2 Software Downloads
CRACK WIDTH CALCULATIONS ACCORDING TO EUROCODE 2Eurocode 2 (EN1992-1-1) proposes equations for the calculation of crack width, taking into account several parameters, like the concrete and steel strain and reinforcing bar diameters.According to Eurocode 2, the crack width, w k, can be calculated from the following equation:wk = sr,max (εsm –εcm), wheresr,max: the maximum crack spacingεsm: the mean strain in the reinforcement under the relevant combination of loads, including the effect of imposed deformations and taking into account the effects of tension stiffening. Only the additional tensile strain beyond the state of zero strain of the concrete at the same level is consideredεcm: the mean strain in the concrete between cracks. The difference εsm –εcm can be calculated from the following expression:, where:σs: the stress in the tension reinforcement assuming a cracked section.