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Structural engineers typically start the design process by interpreting architectural drawings, creating design documentation, and creating various analytical models. These analytical models must be consistently coordinated with respect to general framing layout, material and section properties, and loading. Once analysis and design is complete, the design documentation is modified to reflect the most current design. This workflow is repeated for each iteration of the design process. The link between Autodesk Revit Structure and Autodesk Robot Structural Analysis streamlines this workflow by facilitating the coordination of design documentation with structural analytical design information. Revit Structure supports the building information modeling (BIM) process for structural engineers by providing a physical model to use for documentation and an associated analytical model to use for structural analysis and design. Robot Structural Analysis supports this process with its advanced analysis and multimaterial design functionality. This interoperability reduces the time needed to create and update multiple analysis models and helps to avoid potential errors resulting from a manual coordination between analysis results and construction documentation.
Sep 20, 2013 ... Autodesk Robot Structural Analysis Professional 2014 Author: Address: Symbol Values Unit File: Porticos_Robot_2D.rtd Project: Porticos_Robot_2D Symbol description MEMBER: 842 Section ; COORDINATE: x = 0.59 L = 4.72 m Cross-section properties: HEA340-M Vao_Int_11m Ax 12721.50 mm2 Cross-section area Ay 9900.00 mm2 Shear area - y-axis Az 2821.50 mm2 Shear area - z-axis Ix 950452.21 mm4 Torsional constant Iy 747723684.63 mm4 Moment of inertia of a section about the y-axis Iz 74271220.03 mm4 Moment of inertia of a section about the z-axis Wply 1761321.37 mm3 Plastic section modulus about the y (major) axis Wplz 749201.06 mm3 Plastic section modulus about the z (minor) axis h 330.00 mm Height of cross-section b 300.00 mm Top flange width b2 300.00 mm Bottom flange width tf 16.50 mm Top flange thickness tf2 16.50 mm Bottom flange thickness tw 9.50 mm Web thickness ry 242.44 mm Radius of gyration - y-axis rz 76.41 mm Radius of gyration - z-axis Anb 1.00 Net area to gross area ratio (188.8.131.52) Eta 1.00 Factor for Av calculation (6.2.6.(3)) Material: Name S 275 ( S 275 ) fy 275.00 MPa Design yield strength of material (3.2) fu 430.00 MPa limit tensile stress - characteristic value (3.2) gM0 1.00 Partial safety factor (6.1.(1)) gM1 1.00 Partial safety factor (6.1.(1)) gM2 1.25 Partial safety factor (6.1.(1)) Designations of additional codes: EN112 EN 1991-1-2:2003 - Fire loads on a structure EN312 EN 1993-1-2:2005 - Steel structures - fire design EN313 EN 1993-1-3:2005 - Steel structures from cold-formed sections EN315 EN 1993-1-5:2005 - Steel structures - plated elements ECCS No111:2001 - Guidebook with recommendations for fire calculations ENV 1993-1-1:1992 - Steel structures - general code EC111 ENV311 Class of section cf1 141.45 mm upper flange width (Table 5.2) tf1 16.50 mm upper flange thickness (Table 5.2) Flange slenderness (Table 5.2) Flange class (5.5.2) cf1/tf1 KLF 8.57 2 cf2 141.45 mm lower flange width (Table 5.2) tf2 16.50 mm lower flange thickness (Table 5.2) Flange slenderness (Table 5.2) cf2/tf2 Date : 20/09/13 8.57 Page : 1 Autodesk Robot Structural Analysis Professional 2014 Author: Address: Symbol Values Unit KLF2 2 cw File: Porticos_Robot_2D.rtd Project: Porticos_Robot_2D Symbol description Section Flange class (5.5.2) 289.40 mm Web height (Table 5.2) 9.50 mm Web thickness (Table 5.2) Web slenderness (Table 5.2) Relative extent of the compressed plastic zone (Table 5.2) Stress or strain ratio (Table 5.2) Web class (5.5.2) tw cw/tw 30.46 alfa 0.15 psi -1.30 KLW 1 (hw/tw)lim 66.56 limit slenderness of a web for shear EN315(5.1) hw/tw 31.26 web slenderness for shear EN315(5.1) KLSZ Plastic Web class (shear) EN315(5.1) Section type (5.5.2) KL 2 Parameters of lateral-torsional buckling analysis: General method [184.108.40.206] Lcr,upp 2.20 m Lateral buckling length of upper flange active Lcr,low 7.34 m Lateral buckling length of lower flange C1 1.00 Factor for Mcr calculations C2 0.00 Factor for Mcr calculations inactive ENV311(F.1.2.( 5)) ENV311(F.1.2.( C3 1.00 4885653729.08 .08 0.00 Factor for Mcr calculations mm6 5240.73 kN*m Iw zg Mcr Lam_LT Non-dimens. slend. ratio for lat.-tors. buckling mm 0.30 Curve,LT c Warping constant Distance from the point where the load is applied to the shear center Critical moment for lateral-torsional buckling 5)) ENV311(F.1.2.( 5)) (220.127.116.11) ENV311(F.1.2.( 1)) ENV311(F.1) (18.104.22.168.(1)) Lateral buckling curve (22.214.171.124.(2)) alfa,LT 0.49 Imperfection factor for lateral buckling curves (Table 6.3) fi,LT 0.57 Coefficient for calculation of XLT (126.96.36.199.(1)) XLT 0.95 Reduction factor for lateral-torsional buckling (188.8.131.52.(1)) Internal forces at characteristic points of cross section N,Ed -528.99 kN My,Ed 472.49 kN*m Vz,Ed -0.03 kN axial force N.Ed bending moment My.Ed shear force Vz.Ed Design forces: Nt,Rd 3498.41 kN Mb,Rd 458.74 kN*m Design tension resistance (6.2.3) Design buckling resistance moment (184.108.40.206) About the y axis of cross-section My,pl,Rd 484.36 kN*m Design plastic resistance moment (6.2.5.(2)) My,el,Rd 1246.21 kN*m Design elastic resistance moment (6.2.5.(2)) My,c,Rd 484.36 kN*m Design moment resistance (6.2.5.(2)) MN,y,Rd 473.29 kN*m Reduced design plastic resistance moment (220.127.116.11) Vz,c,Rd 447.97 kN Design plastic shear resistance (6.2.6.(2)) Verification formulas: Section strength check: UFS[Nt] 0.15 N,Ed/Nt,Rd (6.2.3.(1)) UFS[My] 0.98 My,Ed/My,c,Rd (6.2.5.(1)) Date : 20/09/13 Page : 2 Autodesk Robot Structural Analysis Professional 2014 Author: Address: Symbol Values Unit File: Porticos_Robot_2D.rtd Project: Porticos_Robot_2D Symbol description Section UFS[NtMy] 1.00 My,Ed/MN,y,Rd (18.104.22.168.(2)) UFS[Vz] 0.00 Vz,Ed/Vz,c,Rd (6.2.6.(1)) My,Ed/Mb,Rd (22.214.171.124.(1)) Global stability check of member: UFB[My] 1.03 Ratio: RAT Date : 20/09/13 1.03 Incorrect section Efficiency ratio Page : 3
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[262 Pages Report] Heavy Construction Equipment Market by Types (Material Handling, Earthmoving, Heavy Construction Vehicles, Others), by Application Areas (Commercial, Infrastructure, Residential) & by Geography-A PDF document.
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