From version < 19.1 >
edited by IwonaBudny
on 2019/04/09 16:10
To version < 20.1 >
edited by IwonaBudny
on 2019/04/09 16:13
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51 51  5.2 Lateral force method with fundamental mode shape distribution on a cantilever
52 52  5.3 Modal analysis of a concrete frame building
53 53  
54 -== 6 Calculation considering diaphragms ==
54 +== 6 Calculation considering diaphragms ==
55 55  
56 56  6.1. A simple calculation with diaphragms
57 57  6.2. The calculation of the shear center
58 58  
59 -== 7 Calculations considering nonlinear effects ==
59 +== 7 Calculations considering nonlinear effects ==
60 60  
61 61  7.1 Uplift calculation
62 62  7.1.1 A trusses with limited compression members
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82 82  7.5 Calculation with construction stages
83 83  7.5.1 A steel frame building with construction stages calculation
84 84  
85 -== 8 Footfall analysis ==
85 +== 8 Footfall analysis ==
86 86  
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 -==
93 -9 Design calculations ==
92 +== 9 Design calculations ==
94 94  
95 -==== 9.1 Foundation design ====
94 +==== 9.1 Foundation design ====
96 96  
97 97  9.1.1 Design of an isolated foundation
98 98  9.1.2 Design of a wall foundation
99 99  9.1.3 Design of a foundation slab
100 100  
101 -==== 9.2 Reinforced concrete design ====
100 +==== 9.2 Reinforced concrete design ====
102 102  
103 103  9.2.1 Moment capacity calculation for beams under pure bending
104 104  9.2.1.1 Under-reinforced cross section
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125 125  9.2.7.2 Nominal curvature method
126 126  9.2.8 Calculation of a statically indeterminate beam with post tensioned cables
127 127  
128 -==== 9.3 Steel design ====
127 +==== 9.3 Steel design ====
129 129  
130 130  9.3.1 Interaction of normal force, bending moment and shear force
131 131  9.3.2 Buckling of a doubly symmetric I section
... ... @@ -135,9 +135,9 @@
135 135  9.3.6 Interaction of biaxial bending and axial compression in an RHS section
136 136  9.3.7 Interaction calculation with a Class 4 section
137 137  
138 -==== 9.4 Timber design ====
137 +==== 9.4 Timber design ====
139 139  
140 -==== 9.5 Automatic calculation of flexural buckling length ====
139 +==== 9.5 Automatic calculation of flexural buckling length ====
141 141  
142 142  9.5.1 Concrete frame building
143 143  9.5.1.1 Non-sway case
... ... @@ -147,7 +147,7 @@
147 147  9.5.2.2 Sway case
148 148  9.5.3 A column and a supporting beam with various angles
149 149  
150 -== 10 Cross section editor ==
149 +== 10 Cross section editor ==
151 151  
152 152  10.1 Calculation of a compound cross section
153 153  
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