Changes for page Verification Examples
Last modified by Iwona Budny Bjergø on 2020/11/24 11:25
edited by Fredrik Lagerström
on 2020/04/08 07:43
on 2020/04/08 07:43
edited by Fredrik Lagerström
on 2020/06/25 09:35
on 2020/06/25 09:35
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... ... @@ 27,123 +27,123 @@ 27 27 28 28 1.2 [[Calculation of a circular plate with concentrated force at its center>>Calculation of a circular plate with concentrated force at its center (Verification example)]] 29 29 30 1.3 A simply supported square plate with uniform load 30 +1.3 [[A simply supported square plate with uniform load>>A simply supported square plate with uniform load (Verification example)]] 31 31 32 1.4 Peak smoothing of the bending moments in a flat slab 32 +1.4 [[Peak smoothing of the bending moments in a flat slab>>Peak smoothing of the bending moments in a flat slab (Verification example)]] 33 33 34 34 == 2 Second order analysis == 35 35 36 2.1 A column with vertical and horizontal loads 37 2.2 A plate with inplane and outofplane loads 36 +2.1 [[A column with vertical and horizontal loads>>A column with vertical and horizontal loads (Verification example)]] 37 +2.2 [[A plate with inplane and outofplane loads>>A plate with inplane and outofplane loads (Verification example)]] 38 38 39 39 == 3 Stability analysis == 40 40 41 3.1 Flexural buckling analysis of a beam model with different boundary conditions 42 3.2 Buckling analysis of a plate with shell model 43 3.3 Lateral torsional buckling of an I section with shell model 44 3.4 Lateral torsional buckling of a cantilever with elongated rectangle section 41 +3.1 [[Flexural buckling analysis of a beam model with different boundary conditions>>Flexural buckling analysis of a beam model with different boundary conditions (Verification example)]] 42 +3.2 [[Buckling analysis of a plate with shell model>>Buckling analysis of a plate with shell model (Verification example)]] 43 +3.3 [[Lateral torsional buckling of an I section with shell model>>Lateral torsional buckling of an I section with shell model (Verification example)]] 44 +3.4 [[Lateral torsional buckling of a cantilever with elongated rectangle section>>Lateral torsional buckling of a cantilever with elongated rectangle section (Verification example)]] 45 45 46 46 == 4 Calculation of eigenfrequencies with linear dynamic theory == 47 47 48 4.1 Continuous mass distribution on a cantilever column 49 4.2 Free vibration shapes of a clamped circular plate due to its selfweight 48 +4.1 [[Continuous mass distribution on a cantilever column>>Continuous mass distribution on a cantilever column (Verification example)]] 49 +4.2 [[Free vibration shapes of a clamped circular plate due to its selfweight>>Free vibration shapes of a clamped circular plate due to its selfweight (Verification example)]] 50 50 51 51 == 5 Seismic calculation == 52 52 53 5.1 Lateral force method with linear shape distribution on a cantilever 54 5.2 Lateral force method with fundamental mode shape distribution on a cantilever 55 5.3 Modal analysis of a concrete frame building 53 +5.1 [[Lateral force method with linear shape distribution on a cantilever>>Lateral force method with linear shape distribution on a cantilever (Verification example)]] 54 +5.2 [[Lateral force method with fundamental mode shape distribution on a cantilever>>Lateral force method with fundamental mode shape distribution on a cantilever (Verification example)]] 55 +5.3 [[Modal analysis of a concrete frame building >>Modal analysis of a concrete frame building (Verification example)]] 56 56 57 57 == 6 Calculation considering diaphragms == 58 58 59 6.1. A simple calculation with diaphragms 60 6.2. The calculation of the shear center 59 +6.1. [[A simple calculation with diaphragms>>A simple calculation with diaphragms (Verification example)]] 60 +6.2. [[The calculation of the shear center>>The calculation of the shear center (Verification example)]] 61 61 62 62 == 7 Calculations considering nonlinear effects == 63 63 64 7.1 Uplift calculation 65 7.1.1 A trusses with limited compression members 66 7.1.2 A continuous beam with three supports 67 7.2 Cracked section analysis by reinforced concrete elements 68 7.2.1 Cracked deflection of a simply supported beam 69 7.2.2 Cracked deflection of a statically indeterminate beam 70 7.2.3 Cracked deflection of a cantilever beam 71 7.2.4 Cracked deflection of a cantilever beam with compressed reinforcement bars 72 7.2.5 Cracked deflection of a cantilever with bending moment and normal forces 73 7.2.6 Cracked deflection of a simply supported square slab 74 7.3 Nonlinear soil calculation 75 7.4 Elastoplastic calculations 76 7.4.1 Elastoplastic point support in a beam 77 7.4.2 Elastoplastic line support in a plate 78 7.4.3 Elastoplastic surface support with detach in an embedded plate 79 7.4.4 Elastoplastic trusses in a multispan continuous beam 80 7.4.5 Elastoplastic pointpoint connection between cantilevers 81 7.4.6 Elastoplastic pointpoint connection with uplift in a multispan continuous beam 82 7.4.7 Elastoplastic edge connections in a building braced by shear walls 83 7.4.8 Elastoplastic edge connections with detach in a shear wall 84 7.4.9 Elastoplastic lineline connections in a square plate 85 7.5 Calculation with construction stages 86 7.5.1 A steel frame building with construction stages calculation 64 +7.1 Uplift calculation 65 +7.1.1 [[A trusses with limited compression members>>A trusses with limited compression members (Verification example)]] 66 +7.1.2 [[A continuous beam with three supports>>A continuous beam with three supports (Verification example)]] 67 +7.2 Cracked section analysis by reinforced concrete elements 68 +7.2.1 [[Cracked deflection of a simply supported beam>>Cracked deflection of a simply supported beam (Verification example)]] 69 +7.2.2 [[Cracked deflection of a statically indeterminate beam>>Cracked deflection of a statically indeterminate beam (Verification example)]] 70 +7.2.3 [[Cracked deflection of a cantilever beam>>Cracked deflection of a cantilever beam (Verification example)]] 71 +7.2.4 [[Cracked deflection of a cantilever beam with compressed reinforcement bars>>Cracked deflection of a cantilever beam with compressed reinforcement bars (Verification example)]] 72 +7.2.5 [[Cracked deflection of a cantilever with bending moment and normal forces>>Cracked deflection of a cantilever with bending moment and normal forces (Verification example)]] 73 +7.2.6 [[Cracked deflection of a simply supported square slab>>Cracked deflection of a simply supported square slab (Verification example)]] 74 +7.3 Nonlinear soil calculation 75 +7.4 Elastoplastic calculations 76 +7.4.1 [[Elastoplastic point support in a beam>>Elastoplastic point support in a beam (Verification example)]] 77 +7.4.2 [[Elastoplastic line support in a plate>>Elastoplastic line support in a plate (Verification example)]] 78 +7.4.3 [[Elastoplastic surface support with detach in an embedded plate>>Elastoplastic surface support with detach in an embedded plate (Verification example)]] 79 +7.4.4 [[Elastoplastic trusses in a multispan continuous beam>>Elastoplastic trusses in a multispan continuous beam (Verification example)]] 80 +7.4.5 [[Elastoplastic pointpoint connection between cantilevers>>Elastoplastic pointpoint connection between cantilevers (Verification example)]] 81 +7.4.6 [[Elastoplastic pointpoint connection with uplift in a multispan continuous beam>>Elastoplastic pointpoint connection with uplift in a multispan continuous beam (Verification example)]] 82 +7.4.7 [[Elastoplastic edge connections in a building braced by shear walls>>Elastoplastic edge connections in a building braced by shear walls (Verification example)]] 83 +7.4.8 [[Elastoplastic edge connections with detach in a shear wall>>Elastoplastic edge connections with detach in a shear wall (Verification example)]] 84 +7.4.9 [[Elastoplastic lineline connections in a square plate>>Elastoplastic lineline connections in a square plate (Verification example)]] 85 +7.5 Calculation with construction stages 86 +7.5.1 [[A steel frame building with construction stages calculation>>A steel frame building with construction stages calculation (Verification example)]] 87 87 88 88 == 8 Dynamic response analysis == 89 89 90 8.1 Footfall analysis of a concrete footbridge 91 8.2 Footfall analysis of a composite floor 92 8.3 Footfall analysis of a lightweight floor 93 8.4 Footfall analysis of a small stage with rhythmic crowd load 94 8.5 Dynamic response of a moving mass point on a simply supported beam 95 8.6 Dynamic response of a moving single force on a simply supported beam 96 8.7 Dynamic response of a moving force group on a simply supported beam 90 +8.1 [[Footfall analysis of a concrete footbridge>>Footfall analysis of a concrete footbridge (Verification example)]] 91 +8.2 [[Footfall analysis of a composite floor>>Footfall analysis of a composite floor (Verification example)]] 92 +8.3 [[Footfall analysis of a lightweight floor>>Footfall analysis of a lightweight floor (Verification example)]] 93 +8.4 [[Footfall analysis of a small stage with rhythmic crowd load>>Footfall analysis of a small stage with rhythmic crowd load (Verification example)]] 94 +8.5 [[Dynamic response of a moving mass point on a simply supported beam>>Dynamic response of a moving mass point on a simply supported beam (Verification example)]] 95 +8.6 [[Dynamic response of a moving single force on a simply supported beam>>Dynamic response of a moving single force on a simply supported beam (Verification example)]] 96 +8.7 [[Dynamic response of a moving force group on a simply supported beam>>Dynamic response of a moving force group on a simply supported beam (Verification example)]] 97 97 98 98 == 9 Design calculations == 99 99 100 100 ==== 9.1 Foundation design ==== 101 101 102 9.1.1 Design of an isolated foundation 103 9.1.2 Design of a wall foundation 104 9.1.3 Design of a foundation slab 102 +9.1.1 [[Design of an isolated foundation>>Design of an isolated foundation (Verification example)]] 103 +9.1.2 [[Design of a wall foundation>>Design of a wall foundation (Verification example)]] 104 +9.1.3 [[Design of a foundation slab>>Design of a foundation slab (Verification example)]] 105 105 106 106 ==== 9.2 Reinforced concrete design ==== 107 107 108 9.2.1 Moment capacity calculation for beams under pure bending 109 9.2.1.1 Underreinforced cross section 110 9.2.1.2 Normalreinforced cross section 111 9.2.1.3 Overreinforced cross section 112 9.2.2 Required reinforcement calculation for a slab 113 9.2.2.1 Elliptic bending 114 9.2.2.2 Hyperbolic bending 115 9.2.3 Shear capacity calculation 116 9.2.3.1 Shear capacity of a beam 117 9.2.3.2 Shear capacity of a slab 118 9.2.4 Crack width calculation of a beam 119 9.2.5 Crack width calculation of a slab 120 9.2.5.1 Elliptic bending 121 9.2.5.2 Hyperbolic bending 122 9.2.6 Punching calculation of a slab 123 9.2.6.1 Bended bars 124 9.2.6.2 Circular stirrups 125 9.2.6.3 Open stirrups 126 9.2.6.4 Stud rail general product 127 9.2.6.5 Stud rail PSB product according to ETA13/0151 128 9.2.7 Interaction of normal force and biaxial bending in a column 129 9.2.7.1 Nominal stiffness method 130 9.2.7.2 Nominal curvature method 131 9.2.8 Calculation of a statically indeterminate beam with post tensioned cables 108 +9.2.1 [[Moment capacity calculation for beams under pure bending>>Moment capacity calculation for beams under pure bending (Verification example)]] 109 +9.2.1.1 Underreinforced cross section 110 +9.2.1.2 Normalreinforced cross section 111 +9.2.1.3 Overreinforced cross section 112 +9.2.2 [[Required reinforcement calculation for a slab>>Required reinforcement calculation for a slab (Verification example)]] 113 +9.2.2.1 Elliptic bending 114 +9.2.2.2 Hyperbolic bending 115 +9.2.3 [[Shear capacity calculation>>Shear capacity calculation (Verification example)]] 116 +9.2.3.1 Shear capacity of a beam 117 +9.2.3.2 Shear capacity of a slab 118 +9.2.4 [[Crack width calculation of a beam>>Crack width calculation of a beam (Verification example)]] 119 +9.2.5 [[Crack width calculation of a slab>>Crack width calculation of a slab (Verification example)]] 120 +9.2.5.1 Elliptic bending 121 +9.2.5.2 Hyperbolic bending 122 +9.2.6 [[Punching calculation of a slab>>Punching calculation of a slab (Verification example)]] 123 +9.2.6.1 Bended bars 124 +9.2.6.2 Circular stirrups 125 +9.2.6.3 Open stirrups 126 +9.2.6.4 Stud rail general product 127 +9.2.6.5 Stud rail PSB product according to ETA13/0151 128 +9.2.7 [[Interaction of normal force and biaxial bending in a column>>Interaction of normal force and biaxial bending in a column (Verification example)]] 129 +9.2.7.1 Nominal stiffness method 130 +9.2.7.2 Nominal curvature method 131 +9.2.8 [[Calculation of a statically indeterminate beam with post tensioned cables>>Calculation of a statically indeterminate beam with post tensioned cables (Verification example)]] 132 132 133 133 ==== 9.3 Steel design ==== 134 134 135 9.3.1 Interaction of normal force, bending moment and shear force 136 9.3.2 Buckling of a doubly symmetric I section 137 9.3.3 Buckling of a doubly symmetric + section 138 9.3.4 Buckling of a monosymmetric channel section 139 9.3.5 Lateral torsional buckling of a doubly symmetric I section 140 9.3.6 Interaction of biaxial bending and axial compression in an RHS section 141 9.3.7 Interaction calculation with a Class 4 section 135 +9.3.1 [[Interaction of normal force, bending moment and shear force>>Interaction of normal force, bending moment and shear force (Verification example)]] 136 +9.3.2 [[Buckling of a doubly symmetric I section>>Buckling of a doubly symmetric I section (Verification example)]] 137 +9.3.3 [[Buckling of a doubly symmetric + section>>Buckling of a doubly symmetric + section (Verification example)]] 138 +9.3.4 [[Buckling of a monosymmetric channel section>>Buckling of a monosymmetric channel section (Verification example)]] 139 +9.3.5 [[Lateral torsional buckling of a doubly symmetric I section>>Lateral torsional buckling of a doubly symmetric I section (Verification example)]] 140 +9.3.6 [[Interaction of biaxial bending and axial compression in an RHS section>>Interaction of biaxial bending and axial compression in an RHS section (Verification example)]] 141 +9.3.7 [[Interaction calculation with a Class 4 section>>Interaction calculation with a Class 4 section (Verification example)]] 142 142 143 143 ==== 9.4 Timber design ==== 144 144 145 9.4.1 Design of timber bars 146 9.4.2 CLT Panel design with laminated composite shell theory 145 +9.4.1 [[Design of timber bars>>Design of timber bars (Verification example)]] 146 +9.4.2 [[CLT Panel design with laminated composite shell theory>>CLT Panel design with laminated composite shell theory (Verification example)]] 147 147 9.4.2.1 Calculation with shear coupling 148 148 9.4.2.1.1.1 Glue at narrow side 149 149 9.4.2.1.1.2 No glue at narrow side ... ... @@ 158,17 +158,17 @@ 158 158 159 159 ==== 9.5 Automatic calculation of flexural buckling length ==== 160 160 161 9.5.1 Concrete frame building 162 9.5.1.1 Nonsway case 163 9.5.1.2 Sway case 164 9.5.2 Steel frame building 165 9.5.2.1 Nonsway case 166 9.5.2.2 Sway case 167 9.5.3 A column and a supporting beam with various angles 161 +9.5.1 [[Concrete frame building>>Concrete frame building (Verification example)]] 162 +9.5.1.1 Nonsway case 163 +9.5.1.2 Sway case 164 +9.5.2 [[Steel frame building>>Steel frame building (Verification example)]] 165 +9.5.2.1 Nonsway case 166 +9.5.2.2 Sway case 167 +9.5.3 A column and a supporting beam with various angles 168 168 169 169 == 10 Cross section editor == 170 170 171 10.1 Calculation of a compound cross section 171 +10.1 [[Calculation of a compound cross section>>Calculation of a compound cross section (Verification example)]] 172 172 173 173 174 174 References