From version < 18.1 >
edited by IwonaBudny
on 2019/04/09 16:04
To version < 18.2 >
edited by IwonaBudny
on 2019/04/09 16:07
< >
Change comment: There is no comment for this version

Summary

Details

Page properties
Content
... ... @@ -21,119 +21,120 @@
21 21  We are continuously developing this verification book therefore some discrepancy in the numbering of the chapters or some missing examples can occur. The Verification Manual is available as pdf book.
22 22  
23 23  
24 -== 1 Linear static calculations ==
24 +== 1 Linear static calculations ==
25 25  
26 -1.1 Beam with two point loading at one-third of its span 7
27 -1.2 Calculation of a circular plate with concentrated force at its center 9
28 -1.3 A simply supported square plate with uniform load 13
29 -1.4 Peak smoothing of the bending moments in a flat slab 16
26 +1.1 Beam with two point loading at one-third of its span
27 +1.2 Calculation of a circular plate with concentrated force at its center
28 +1.3 A simply supported square plate with uniform load
29 +1.4 Peak smoothing of the bending moments in a flat slab
30 30  
31 -== 2 Second order analysis ==
31 +== 2 Second order analysis ==
32 32  
33 -2.1 A column with vertical and horizontal loads 21
34 -2.2 A plate with in-plane and out-of-plane loads 24
33 +2.1 A column with vertical and horizontal loads
34 +2.2 A plate with in-plane and out-of-plane loads
35 35  
36 -== 3 Stability analysis ==
36 +== 3 Stability analysis ==
37 37  
38 -3.1 Flexural buckling analysis of a beam model with different boundary conditions 28
39 -3.2 Buckling analysis of a plate with shell model 31
40 -3.3 Lateral torsional buckling of an I section with shell model 34
41 -3.4 Lateral torsional buckling of a cantilever with elongated rectangle section 37
38 +3.1 Flexural buckling analysis of a beam model with different boundary conditions
39 +3.2 Buckling analysis of a plate with shell model
40 +3.3 Lateral torsional buckling of an I section with shell model
41 +3.4 Lateral torsional buckling of a cantilever with elongated rectangle section
42 42  
43 -==
44 -4 Calculation of eigenfrequencies with linear dynamic theory ==
43 +== 4 Calculation of eigenfrequencies with linear dynamic theory ==
45 45  
46 -4.1 Continuous mass distribution on a cantilever column 39
47 -4.2 Free vibration shapes of a clamped circular plate due to its self-weight 42
45 +4.1 Continuous mass distribution on a cantilever column
46 +4.2 Free vibration shapes of a clamped circular plate due to its self-weight
48 48  
49 -== 5 Seismic calculation ==
48 +== 5 Seismic calculation ==
50 50  
51 -5.1 Lateral force method with linear shape distribution on a cantilever 44
52 -5.2 Lateral force method with fundamental mode shape distribution on a cantilever 47
53 -5.3 Modal analysis of a concrete frame building 49
54 -6 Calculation considering diaphragms 58
55 -6.1. A simple calculation with diaphragms 58
56 -6.2. The calculation of the shear center 58
57 -7 Calculations considering nonlinear effects 63
58 -7.1 Uplift calculation 63
59 -7.1.1 A trusses with limited compression members 63
60 -7.1.2 A continuous beam with three supports 67
61 -7.2 Cracked section analysis by reinforced concrete elements 73
62 -7.2.1 Cracked deflection of a simly supported beam 73
63 -7.2.2 Cracked deflection of a statically indeterminate beam 79
64 -7.2.3 Cracked deflection of a cantilever beam 85
65 -7.2.4 Cracked deflection of a cantilever beam with compressed reinforcement bars 90
66 -7.2.5 Cracked deflection of a cantilever with bending moment and normal forces 94
67 -7.2.6 Cracked deflection of a simply supported square slab 103
68 -7.3 Nonlinear soil calculation 110
69 -7.4 Elasto-plastic calculations 111
70 -7.4.1 Elasto-plastic point support in a beam 111
71 -7.4.2 Elasto-plastic line support in a plate 116
72 -7.4.3 Elasto-plastic surface support with detach in an embedded plate 121
73 -7.4.4 Elasto-plastic trusses in a multispan continuous beam 131
74 -7.4.5 Elasto-plastic point-point connection between cantilevers 141
75 -7.4.6 Elasto-plastic point-point connection with uplift in a multispan continuous beam 145
76 -7.4.7 Elasto-plastic edge connections in a building braced by shear walls 151
77 -7.4.8 Elasto-plastic edge connections with detach in a shear wall 155
78 -7.4.9 Elasto-plastic line-line connections in a square plate 161
79 -7.5 Calculation with construction stages 165
80 -7.5.1 A steel frame building with construction stages calculation 165
81 -8 Footfall analysis 171
82 -8.1 Footfall analysis of a concrete footbridge 171
83 -8.2 Footfall analysis of a composite floor 175
84 -8.3 Footfall analysis of a lightweight floor 177
85 -8.4 Footfall analysis of a small stage with rhythmic crowd load 179
86 -9 Design calculations 183
87 -9.1 Foundation design 183
88 -9.1.1 Design of an isolated foundation 183
89 -9.1.2 Design of a wall foundation 183
90 -9.1.3 Design of a foundation slab 183
91 -9.2 Reinforced concrete design 184
92 -9.2.1 Moment capacity calculation for beams under pure bending 184
93 -9.2.1.1 Under-reinforced cross section 184
94 -9.2.1.2 Normal-reinforced cross section 191
95 -9.2.1.3 Over-reinforced cross section 194
96 -9.2.2 Required reinforcement calculation for a slab 197
97 -9.2.2.1 Elliptic bending 197
98 -9.2.2.2 Hyperbolic bending 207
99 -9.2.3 Shear capacity calculation 217
100 -9.2.3.1 Shear capacity of a beam 217
101 -9.2.3.2 Shear capacity of a slab 220
102 -9.2.4 Crack width calculation of a beam 224
103 -9.2.5 Crack width calculation of a slab 230
104 -9.2.5.1 Elliptic bending 231
105 -9.2.5.2 Hyperbolic bending 243
106 -9.2.6 Punching calculation of a slab 265
107 -9.2.6.1 Bended bars 266
108 -9.2.6.2 Circular stirrups 271
109 -9.2.6.3 Open stirrups 274
110 -9.2.6.4 Stud rail general product 277
111 -9.2.6.5 Stud rail PSB product according to ETA-13/0151 280
112 -9.2.7 Interaction of normal force and biaxial bending in a column 284
113 -9.2.7.1 Nominal stiffness method 285
114 -9.2.7.2 Nominal curvature method 292
115 -9.2.8 Calculation of a statically indeterminate beam with post tensioned cables 296
50 +5.1 Lateral force method with linear shape distribution on a cantilever
51 +5.2 Lateral force method with fundamental mode shape distribution on a cantilever
52 +5.3 Modal analysis of a concrete frame building
53 +
54 +
55 +6 Calculation considering diaphragms
56 +6.1. A simple calculation with diaphragms
57 +6.2. The calculation of the shear center
58 +7 Calculations considering nonlinear effects
59 +7.1 Uplift calculation
60 +7.1.1 A trusses with limited compression members
61 +7.1.2 A continuous beam with three supports
62 +7.2 Cracked section analysis by reinforced concrete elements
63 +7.2.1 Cracked deflection of a simly supported beam
64 +7.2.2 Cracked deflection of a statically indeterminate beam
65 +7.2.3 Cracked deflection of a cantilever beam
66 +7.2.4 Cracked deflection of a cantilever beam with compressed reinforcement bars
67 +7.2.5 Cracked deflection of a cantilever with bending moment and normal forces
68 +7.2.6 Cracked deflection of a simply supported square slab
69 +7.3 Nonlinear soil calculation
70 +7.4 Elasto-plastic calculations
71 +7.4.1 Elasto-plastic point support in a beam
72 +7.4.2 Elasto-plastic line support in a plate
73 +7.4.3 Elasto-plastic surface support with detach in an embedded plate
74 +7.4.4 Elasto-plastic trusses in a multispan continuous beam
75 +7.4.5 Elasto-plastic point-point connection between cantilevers
76 +7.4.6 Elasto-plastic point-point connection with uplift in a multispan continuous beam
77 +7.4.7 Elasto-plastic edge connections in a building braced by shear walls
78 +7.4.8 Elasto-plastic edge connections with detach in a shear wall
79 +7.4.9 Elasto-plastic line-line connections in a square plate
80 +7.5 Calculation with construction stages
81 +7.5.1 A steel frame building with construction stages calculation
82 +8 Footfall analysis
83 +8.1 Footfall analysis of a concrete footbridge
84 +8.2 Footfall analysis of a composite floor
85 +8.3 Footfall analysis of a lightweight floor
86 +8.4 Footfall analysis of a small stage with rhythmic crowd load
87 +9 Design calculations
88 +9.1 Foundation design
89 +9.1.1 Design of an isolated foundation
90 +9.1.2 Design of a wall foundation
91 +9.1.3 Design of a foundation slab
92 +9.2 Reinforced concrete design
93 +9.2.1 Moment capacity calculation for beams under pure bending
94 +9.2.1.1 Under-reinforced cross section
95 +9.2.1.2 Normal-reinforced cross section
96 +9.2.1.3 Over-reinforced cross section
97 +9.2.2 Required reinforcement calculation for a slab
98 +9.2.2.1 Elliptic bending
99 +9.2.2.2 Hyperbolic bending
100 +9.2.3 Shear capacity calculation
101 +9.2.3.1 Shear capacity of a beam
102 +9.2.3.2 Shear capacity of a slab
103 +9.2.4 Crack width calculation of a beam
104 +9.2.5 Crack width calculation of a slab
105 +9.2.5.1 Elliptic bending
106 +9.2.5.2 Hyperbolic bending
107 +9.2.6 Punching calculation of a slab
108 +9.2.6.1 Bended bars
109 +9.2.6.2 Circular stirrups
110 +9.2.6.3 Open stirrups
111 +9.2.6.4 Stud rail general product
112 +9.2.6.5 Stud rail PSB product according to ETA-13/0151
113 +9.2.7 Interaction of normal force and biaxial bending in a column
114 +9.2.7.1 Nominal stiffness method
115 +9.2.7.2 Nominal curvature method
116 +9.2.8 Calculation of a statically indeterminate beam with post tensioned cables
116 116  9.3 Steel design 305
117 -9.3.1 Interaction of normal force, bending moment and shear force 305
118 -9.3.2 Buckling of a doubly symmetric I section 310
119 -9.3.3 Buckling of a doubly symmetric + section 315
120 -9.3.4 Buckling of a mono-symmetric channel section 320
121 -9.3.5 Lateral torsional buckling of a doubly symmetric I section 327
122 -9.3.6 Interaction of biaxial bending and axial compression in an RHS section 332
123 -9.3.7 Interaction calculation with a Class 4 section 343
124 -9.4 Timber design 344
125 -9.5 Automatic calculation of flexural buckling length 345
126 -9.5.1 Concrete frame building 345
127 -9.5.1.1 Non-sway case 345
128 -9.5.1.2 Sway case 348
129 -9.5.2 Steel frame building 350
130 -9.5.2.1 Non-sway case 350
131 -9.5.2.2 Sway case 352
132 -9.5.3 A column and a supporting beam with various angles 355
133 -10 Cross section editor 358
134 -10.1 Calculation of a compound cross section 358
135 -References 360
136 -Notes 361
118 +9.3.1 Interaction of normal force, bending moment and shear force
119 +9.3.2 Buckling of a doubly symmetric I section
120 +9.3.3 Buckling of a doubly symmetric + section
121 +9.3.4 Buckling of a mono-symmetric channel section
122 +9.3.5 Lateral torsional buckling of a doubly symmetric I section
123 +9.3.6 Interaction of biaxial bending and axial compression in an RHS section
124 +9.3.7 Interaction calculation with a Class 4 section
125 +9.4 Timber design
126 +9.5 Automatic calculation of flexural buckling length
127 +9.5.1 Concrete frame building
128 +9.5.1.1 Non-sway case
129 +9.5.1.2 Sway case
130 +9.5.2 Steel frame building
131 +9.5.2.1 Non-sway case
132 +9.5.2.2 Sway case
133 +9.5.3 A column and a supporting beam with various angles
134 +10 Cross section editor
135 +10.1 Calculation of a compound cross section
136 +References
137 +Notes
137 137  )))
138 138  
139 139  (% class="col-xs-12 col-sm-4" %)
Copyright 2020 StruSoft AB
FEM-Design Wiki