From version < 23.1 >
edited by Fredrik Lagerström
on 2020/04/08 07:43
To version < 24.1 >
edited by Fredrik Lagerström
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 in-plane and out-of-plane 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 in-plane and out-of-plane loads>>A plate with in-plane and out-of-plane 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 self-weight  
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 self-weight>>Free vibration shapes of a clamped circular plate due to its self-weight (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 Elasto-plastic calculations
76 -7.4.1 Elasto-plastic point support in a beam
77 -7.4.2 Elasto-plastic line support in a plate
78 -7.4.3 Elasto-plastic surface support with detach in an embedded plate
79 -7.4.4 Elasto-plastic trusses in a multispan continuous beam
80 -7.4.5 Elasto-plastic point-point connection between cantilevers
81 -7.4.6 Elasto-plastic point-point connection with uplift in a multispan continuous beam
82 -7.4.7 Elasto-plastic edge connections in a building braced by shear walls
83 -7.4.8 Elasto-plastic edge connections with detach in a shear wall
84 -7.4.9 Elasto-plastic line-line 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 Elasto-plastic calculations
76 +7.4.1 [[Elasto-plastic point support in a beam>>Elasto-plastic point support in a beam (Verification example)]]
77 +7.4.2 [[Elasto-plastic line support in a plate>>Elasto-plastic line support in a plate (Verification example)]]
78 +7.4.3 [[Elasto-plastic surface support with detach in an embedded plate>>Elasto-plastic surface support with detach in an embedded plate (Verification example)]]
79 +7.4.4 [[Elasto-plastic trusses in a multispan continuous beam>>Elasto-plastic trusses in a multispan continuous beam (Verification example)]]
80 +7.4.5 [[Elasto-plastic point-point connection between cantilevers>>Elasto-plastic point-point connection between cantilevers (Verification example)]]
81 +7.4.6 [[Elasto-plastic point-point connection with uplift in a multispan continuous beam>>Elasto-plastic point-point connection with uplift in a multispan continuous beam (Verification example)]]
82 +7.4.7 [[Elasto-plastic edge connections in a building braced by shear walls>>Elasto-plastic edge connections in a building braced by shear walls (Verification example)]]
83 +7.4.8 [[Elasto-plastic edge connections with detach in a shear wall>>Elasto-plastic edge connections with detach in a shear wall (Verification example)]]
84 +7.4.9 [[Elasto-plastic line-line connections in a square plate>>Elasto-plastic line-line 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 Under-reinforced cross section
110 -9.2.1.2 Normal-reinforced cross section
111 -9.2.1.3 Over-reinforced 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 ETA-13/0151
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 Under-reinforced cross section
110 +9.2.1.2 Normal-reinforced cross section
111 +9.2.1.3 Over-reinforced 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 ETA-13/0151
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 mono-symmetric 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 mono-symmetric channel section>>Buckling of a mono-symmetric 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 Non-sway case
163 -9.5.1.2 Sway case
164 -9.5.2 Steel frame building
165 -9.5.2.1 Non-sway 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 Non-sway 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 Non-sway 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
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