IVIL.COM, C. English - Arabic. Arrow Assume Assumption Available Average Axes Axial Axis
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1 Abrupt Action Accuracy Accurate Advantage Algebra Algebraic Algebraic equation English - Arabic Algebraic expression Algebraic sum Allow Allowable Ambiguous Analyze Analysis f sections Structural analysis Analytical Angle Right angle Answer Apex Applied force Application Approximate Arc Area Arm TSIV, TSIVIL. M, TSIVIL. Area of cross-section ompound area A Arrow Assume Assumption Available Average Axes Axial Axis Balanced Bar Base Base line Beam ompound beam onjugate beam ontinuous beam ross beam Deep beam verhanging beam Simple beam Statically determinate beam Statically indeterminate beam Bearing.M, TSIVIL.M IL.M, TSIVIL.M, IVIL.M, TSIVIL.M, TS Bearing stress Behavior Bending Bending moment Bending rigidity Bending stress Body Bolt Free body Rigid body IVIL.M, TSIVIL.M, TSIVIL TSIVIL.M, TSIVIL.M, TSI B IL.M, TSIVIL.M, TSIVIL..M, TSIVIL.M, TSIVIL.M M, TSIVIL.M, TSIVIL., TSIVIL.M, TSIVIL TSIVIL.M, TSI IVIL.M, TS IVIL.M, L.M
2 Bond Boundary Boundary conditions Brace Bridge Brittle TSIV, TSIVIL. M, TSIVIL. Brittleness Buckling Buckling load Building Building materials alculus antilever enter enter line entric enteroid enteroidal hange heck hord ircumference lassification lockwise oefficient oincide ollapse olumn (columns) Long column Short column Slender column ompatibility ompatibility conditions ompatible omplementary ommon omponent (components) ompound omposite ompression ompression member ompression side oncave oncrete Plain concrete Pre-cast concrete Pre-stressed concrete Reinforced concrete oncentrated oncurrent ondition ondition equation onstant onstrained ontact ontinuity ontinuity conditions.m, TSIVIL.M IL.M, TSIVIL.M, IVIL.M, TSIVIL.M, TS ontinuous onvex opper ounterclockwise onvention (conventions) onventional orner orresponding orrosion ouple IVIL.M, TSIVIL.M, TSIVIL TSIVIL.M, TSIVIL.M, TSI IL.M, TSIVIL.M, TSIVIL..M, TSIVIL.M, TSIVIL.M M, TSIVIL.M, TSIVIL., TSIVIL.M, TSIVIL TSIVIL.M, TSI IVIL.M, TS IVIL.M, L.M
3 over rack (cracks) reate reep ritical ritical load TSIV, TSIVIL. M, TSIVIL. ritical section rush rushing urvature urve Dead Radius of curvature Elastic curve Dead load Deep Definition Deflection Immediate deflection Long-term deflection Deform Deformation (deformations) Degree Degree of statical indeterminancy Dependent Depth Derivative Design Fist derivative Second derivative Deviation Tangential deviation Diagram D Bending moment diagram (B.M.D) Free-body diagram Load intensity diagram Normal force diagram (N.F.D) Axial force diagram (A.F.D) Shearing force diagram (S.F.D) Strain distribution diagram Internal forces diagram Stress distribution diagram Differential equation Diagonal Diameter Dimension (dimensions) Dimensionless Direct Three-dimensional (3D) Two-dimensional (2D) Direction Displacement Distribute Distributed Distribution Divide Double.M, TSIVIL.M IL.M, TSIVIL.M, IVIL.M, TSIVIL.M, TS Draw Ductile Ductility Durable Durability Dynamic Dynamics Eccentric Eccentricity IVIL.M, TSIVIL.M, TSIVIL TSIVIL.M, TSIVIL.M, TSI E IL.M, TSIVIL.M, TSIVIL..M, TSIVIL.M, TSIVIL.M M, TSIVIL.M, TSIVIL., TSIVIL.M, TSIVIL TSIVIL.M, TSI IVIL.M, TS IVIL.M, L.M
4 Edge Effect Effective Efficiency Elastic Elastic bending TSIV, TSIVIL. M, TSIVIL. Elastic curve Elastic limit Elastic range Elasticity Element Elongate Elongation Empirical formula End restraints End-supported beam Energy Engineering mechanics Equal Equation Equilibrium Equivalent Example Exceed Expansion External Extreme Factor Failure Load factor Safety factor Shear factor Fiber (fibers) F Fixed Fixed support Footing Force Force polygon Axial force oncurrent forces Eccentric force Non planar force Normal force Parallel forces Planar forces Shearing force Formula Foundation Frame Free Free body Free vector Function General Girder Graphical.M, TSIVIL.M IL.M, TSIVIL.M, IVIL.M, TSIVIL.M, TS Hard Hardening Height High Hinge Hinged support Hollow Homogenous Hooks law IVIL.M, TSIVIL.M, TSIVIL TSIVIL.M, TSIVIL.M, TSI G H IL.M, TSIVIL.M, TSIVIL..M, TSIVIL.M, TSIVIL.M M, TSIVIL.M, TSIVIL., TSIVIL.M, TSIVIL TSIVIL.M, TSI IVIL.M, TS IVIL.M, L.M
5 Horizontal Hyperbola Hypothesis Identical Imaginary TSIV, TSIVIL. M, TSIVIL. Inclined Independent equation Indeterminate Infinity Infinitesimal Inflection Internal Internal member forces Integration Intermediate Isolate Joint Kilogram (kg) Law Left Length Level Limit (limits) Line of action linear Straight line Link member Live Load (loads) Load intensity oncentrated load I J, K L Dead load Design load Live load Safe load Ultimate load Uniformly distributed load Uniformly varying load Working load Local specification Mass Material Matrix Brittle material Ductile material Homogenous material Nonhomogenous material Maximum Mechanism Member Meter (m) Method Method of joints Method of sections.m, TSIVIL.M IL.M, TSIVIL.M, IVIL.M, TSIVIL.M, TS Metric Middle Analytical method Elastic method Graphical method Plastic method Ultimate strength method Working stress method Mild steel Minimum IVIL.M, TSIVIL.M, TSIVIL TSIVIL.M, TSIVIL.M, TSI M IL.M, TSIVIL.M, TSIVIL..M, TSIVIL.M, TSIVIL.M M, TSIVIL.M, TSIVIL., TSIVIL.M, TSIVIL TSIVIL.M, TSI IVIL.M, TS IVIL.M, L.M
6 Modulus Modulus of elasticity Modulus of young (youngs modulus) Moment Moment arm Moment center TSIV, TSIVIL. M, TSIVIL. Moment of force Moment of inertia Allowable moment Bending moment Safe moment Ultimate moment Yield moment Motion Negative Neutral axis Neutral plane Newton (N) Nonlinear Normal Normal force Normal stress Notations Number Numerical blique mit pposite rdinate rigin riginal N P Parabola Parallel Parallelogram Particle Perpendicular Perimeter Permanent Plastic Plasticity Plate Plane Point of application Polygon Position Possible Practical Pressure Principal axis Principle Principle of superposition Problem Product Product of inertia Property (properties).m, TSIVIL.M IL.M, TSIVIL.M, IVIL.M, TSIVIL.M, TS Proportion Proportional limit Radian Radius Radius of gyration Ratio Range Elasticity range Plasticity range IVIL.M, TSIVIL.M, TSIVIL TSIVIL.M, TSIVIL.M, TSI R IL.M, TSIVIL.M, TSIVIL..M, TSIVIL.M, TSIVIL.M M, TSIVIL.M, TSIVIL., TSIVIL.M, TSIVIL TSIVIL.M, TSI IVIL.M, TS IVIL.M, L.M
7 Yield range Reaction (reactions) Reinforced concrete Relationship Resistance Result TSIV, TSIVIL. M, TSIVIL. Resultant Right Rigid body Rigidity Rivet Riveted joint Roller support Roof Rotation Rule Safe Scale Section I-section T-section ross section Sense Shear force Shear stress Sign conventions Similar Solution Space Span Specific weight Stability Stable S Statics Statically determinate Statically indeterminate Steel bar Stiffness Strength Strength of materials Strain (strains) Strain hardening Stress (stresses) Structural Structure Superposition Support Fixed support Hinged support Roller support Simple support Symbol Symmetrical Symmetry System of loads Tangential.M, TSIVIL.M IL.M, TSIVIL.M, IVIL.M, TSIVIL.M, TS Tension member Tension side Test Theorem Theory Thickness Torsion Translation Trapezoid Triangle IVIL.M, TSIVIL.M, TSIVIL TSIVIL.M, TSIVIL.M, TSI T IL.M, TSIVIL.M, TSIVIL..M, TSIVIL.M, TSIVIL.M M, TSIVIL.M, TSIVIL., TSIVIL.M, TSIVIL TSIVIL.M, TSI IVIL.M, TS IVIL.M, L.M
8 IVIL.M, TSIVIL.M, TSIVIL IL.M, TSIVIL.M, TSIVIL..M, TSIVIL.M, TSIVIL.M M, TSIVIL.M, TSIVIL., TSIVIL.M, TSIVIL TSIVIL.M, TSI IVIL.M, TS IVIL.M, L.M Truss Bridge truss Roof truss Tube U Ultimate Underestimate Uniform distributed Unit Unstable V Value Variable Vector Vertical Volume W Weight wn weight Welding Wind Width Y, Z Youngs modulus Yield strain Yield stress Zero member TSIV, TSIVIL. M, TSIVIL..M, TSIVIL.M IL.M, TSIVIL.M, IVIL.M, TSIVIL.M, TS TSIVIL.M, TSIVIL.M, TSI
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