Wed. Oct 20th, 2021
Dlubal SHAPE-MASSIVE v6.62.01 x86 Crack


Software Description: Dlubal SHAPE-MASSIVE v6.56.3039 x86 + Crack

Dlubal SHAPE‑MASSIVE determines sectionproperties of any thick-walled cross‑section and calculates thestresses. In addition, you can perform reinforced concrete designaccording to Eurocode 2 and other standards. SHAPE-MASSIVE providesthe option of interface with RFEM and RSTAB: SHAPE‑MASSIVEcross‑sections are available in the library of the FEA or frameanalysis software, and vice versa, it is possible to import anddesign the internal forces from RFEM and RSTAB in SHAPE‑MASSIVE.The structural data can be entered graphically, in tables, or bymeans of a DXF file.

– Cross-section modeling using surfaces, openings, and point areas(reinforcements) limited by polygons
– Automatic or individual arrangement of stress points
– Extendable library of concrete, steel and reinforcing steelmaterials
– Cross-section properties of reinforced concrete and compositecross-sections
– Stress analysis with yield hypothesis according to von Mises andTresca
– Reinforced concrete design according to
EN 1992-1-1:2004
DIN 1045-1:2008-08
DIN 1045:1988-07
ÖNORM B 4700: 2001-06-01
– Reinforced concrete design for stress-strain distribution,available safety or direct design
– Results of reinforcement list and total reinforcement area
– Printout report with option to print a short form

It is possible to freely model a cross-section using surfaceslimited by polygonal lines, including openings and point areas(reinforcements). Alternatively, you can use the DXF interface toimport the geometry. An extensive material library facilitatesmodeling of composite cross-sections.

Definition of limit diameters and priorities allows for acurtailment of reinforcements. In addition, you can consider therespective concrete covers and prestresses.

Cross-Section Properties
– Cross-sectional area A
– Shear areas Ay und Az with or without transversal shear
– Centroid position yS, zS
– Moments of inertia Iy, Iz, Iyz, Iu, Iv, Ip
– Inclination of principal axes α
– Radii of gyration iy, iz, iyz, iu, iv, ip
– Torsional constant J
– Cross-section weight G and cross-section perimeter U
– Location of shear center yM, zM
– Warping constants Iω,S, Iω,M
– Max/min cross-section moduli Sy, Sz, Su, Sv und St
– Plastic cross-section moduli Zy,pl, Zz,pl, Zu,pl, Zv,pl
– Stress function according to Prandtl φ
– Derivation of φ with respect to y and z
– Warping ω

Stress Analysis
– Normal stresses σx due to axial force and bending
– Shear stresses τ due to shear force and torsion
– Equivalent stresses σeqv compared with limit stress
– Stress ratios related to equivalent stresses
– Normal stress σx due to unit axial force N
– Shear stress τ due to unit shear forces Vy, Vz, Vu, Vv
– Normal stresses σx adue to unit moments My, Mz Mu, Mv

Reinforced Concrete Design
– Stresses σ and strains ε of concrete and reinforcement withoutconsidering concrete tensile strength (cracked state)
– Ultimate limit state design (existing safety) or design ofdefined internal forces
– Location of the neutral axis α0, y0,N, z0,N
– Curvatures ky, kz
– Strain in neutral center ε0 and governing strains at compressiveedge ε1 and at tensile edge ε2
– Governing steel stress ε2s

All results can be evaluated numerically and graphically anddisplayed in a visualization. Selection functions facilitate thetargeted evaluation.

The printout report corresponds to the high standards of the FEAprogram RFEM and the beam analysis program RSTAB. Modifications areautomatically updated. Furthermore, you can print the reducedreport in a short form including all relevant data and auser-defined cross-section graphic.

Installer Size: 47 MB

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