From version < 20.1 >
edited by IwonaBudny
on 2019/04/09 16:13
To version < 21.1 >
edited by Hamid Richard Allili
on 2020/01/20 15:05
< >
Change comment: There is no comment for this version

Summary

Details

Page properties
Author
... ... @@ -1,1 +1,1 @@
1 -XWiki.IwonaBudny
1 +XWiki.HamidAllili
Content
... ... @@ -26,12 +26,12 @@
26 26  1.1 Beam with two point loading at one-third of its span
27 27  1.2 Calculation of a circular plate with concentrated force at its center
28 28  1.3 A simply supported square plate with uniform load
29 -1.4 Peak smoothing of the bending moments in a flat slab
29 +1.4 Peak smoothing of the bending moments in a flat slab  
30 30  
31 31  == 2 Second order analysis ==
32 32  
33 33  2.1 A column with vertical and horizontal loads
34 -2.2 A plate with in-plane and out-of-plane loads
34 +2.2 A plate with in-plane and out-of-plane loads  
35 35  
36 36  == 3 Stability analysis ==
37 37  
... ... @@ -38,23 +38,23 @@
38 38  3.1 Flexural buckling analysis of a beam model with different boundary conditions
39 39  3.2 Buckling analysis of a plate with shell model
40 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
41 +3.4 Lateral torsional buckling of a cantilever with elongated rectangle section  
42 42  
43 43  == 4 Calculation of eigenfrequencies with linear dynamic theory ==
44 44  
45 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
46 +4.2 Free vibration shapes of a clamped circular plate due to its self-weight  
47 47  
48 48  == 5 Seismic calculation ==
49 49  
50 50  5.1 Lateral force method with linear shape distribution on a cantilever
51 51  5.2 Lateral force method with fundamental mode shape distribution on a cantilever
52 -5.3 Modal analysis of a concrete frame building
52 +5.3 Modal analysis of a concrete frame building 
53 53  
54 54  == 6 Calculation considering diaphragms ==
55 55  
56 56  6.1. A simple calculation with diaphragms
57 -6.2. The calculation of the shear center
57 +6.2. The calculation of the shear center 
58 58  
59 59  == 7 Calculations considering nonlinear effects ==
60 60  
... ... @@ -80,7 +80,7 @@
80 80  7.4.8 Elasto-plastic edge connections with detach in a shear wall
81 81  7.4.9 Elasto-plastic line-line connections in a square plate
82 82  7.5 Calculation with construction stages
83 -7.5.1 A steel frame building with construction stages calculation
83 +7.5.1 A steel frame building with construction stages calculation 
84 84  
85 85  == 8 Footfall analysis ==
86 86  
... ... @@ -87,7 +87,7 @@
87 87  8.1 Footfall analysis of a concrete footbridge
88 88  8.2 Footfall analysis of a composite floor
89 89  8.3 Footfall analysis of a lightweight floor
90 -8.4 Footfall analysis of a small stage with rhythmic crowd load
90 +8.4 Footfall analysis of a small stage with rhythmic crowd load 
91 91  
92 92  == 9 Design calculations ==
93 93  
... ... @@ -95,7 +95,7 @@
95 95  
96 96  9.1.1 Design of an isolated foundation
97 97  9.1.2 Design of a wall foundation
98 -9.1.3 Design of a foundation slab
98 +9.1.3 Design of a foundation slab  
99 99  
100 100  ==== 9.2 Reinforced concrete design ====
101 101  
... ... @@ -122,7 +122,7 @@
122 122  9.2.7 Interaction of normal force and biaxial bending in a column
123 123  9.2.7.1 Nominal stiffness method
124 124  9.2.7.2 Nominal curvature method
125 -9.2.8 Calculation of a statically indeterminate beam with post tensioned cables
125 +9.2.8 Calculation of a statically indeterminate beam with post tensioned cables  
126 126  
127 127  ==== 9.3 Steel design ====
128 128  
... ... @@ -132,7 +132,7 @@
132 132  9.3.4 Buckling of a mono-symmetric channel section
133 133  9.3.5 Lateral torsional buckling of a doubly symmetric I section
134 134  9.3.6 Interaction of biaxial bending and axial compression in an RHS section
135 -9.3.7 Interaction calculation with a Class 4 section
135 +9.3.7 Interaction calculation with a Class 4 section 
136 136  
137 137  ==== 9.4 Timber design ====
138 138  
... ... @@ -144,15 +144,15 @@
144 144  9.5.2 Steel frame building
145 145  9.5.2.1 Non-sway case
146 146  9.5.2.2 Sway case
147 -9.5.3 A column and a supporting beam with various angles
147 +9.5.3 A column and a supporting beam with various angles 
148 148  
149 149  == 10 Cross section editor ==
150 150  
151 -10.1 Calculation of a compound cross section
151 +10.1 Calculation of a compound cross section  
152 152  
153 153  
154 154  References
155 -Notes
155 +Notes   
156 156  )))
157 157  
158 158  (% class="col-xs-12 col-sm-4" %)
... ... @@ -161,7 +161,7 @@
161 161  (((
162 162  **Download**
163 163  
164 -[[Verification Examples - pdf version>>http://download.strusoft.com/FEM-Design/inst180x/documents/verification_examples.pdf]]
164 +[[Verification Examples - pdf version>>http://download.strusoft.com/FEM-Design/inst190x/documents/verification_examples.pdf]]
165 165  )))
166 166  )))
167 167  
Copyright 2020 StruSoft AB
FEM-Design Wiki