From version < 18.2 >
edited by IwonaBudny
on 2019/04/09 16:07
To version < 19.1 >
edited by IwonaBudny
on 2019/04/09 16:10
< >
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... ... @@ -49,13 +49,15 @@
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 +== 6 Calculation considering diaphragms ==
54 54  
55 -6 Calculation considering diaphragms
56 56  6.1. A simple calculation with diaphragms
57 -6.2. The calculation of the shear center
58 -7 Calculations considering nonlinear effects
57 +6.2. The calculation of the shear center
58 +
59 +== 7 Calculations considering nonlinear effects ==
60 +
59 59  7.1 Uplift calculation
60 60  7.1.1 A trusses with limited compression members
61 61  7.1.2 A continuous beam with three supports
... ... @@ -78,18 +78,26 @@
78 78  7.4.8 Elasto-plastic edge connections with detach in a shear wall
79 79  7.4.9 Elasto-plastic line-line connections in a square plate
80 80  7.5 Calculation with construction stages
81 -7.5.1 A steel frame building with construction stages calculation
82 -8 Footfall analysis
83 +7.5.1 A steel frame building with construction stages calculation
84 +
85 +== 8 Footfall analysis ==
86 +
83 83  8.1 Footfall analysis of a concrete footbridge
84 84  8.2 Footfall analysis of a composite floor
85 85  8.3 Footfall analysis of a lightweight floor
86 86  8.4 Footfall analysis of a small stage with rhythmic crowd load
87 -9 Design calculations
88 -9.1 Foundation design
91 +
92 +==
93 +9 Design calculations ==
94 +
95 +==== 9.1 Foundation design ====
96 +
89 89  9.1.1 Design of an isolated foundation
90 90  9.1.2 Design of a wall foundation
91 -9.1.3 Design of a foundation slab
92 -9.2 Reinforced concrete design
99 +9.1.3 Design of a foundation slab
100 +
101 +==== 9.2 Reinforced concrete design ====
102 +
93 93  9.2.1 Moment capacity calculation for beams under pure bending
94 94  9.2.1.1 Under-reinforced cross section
95 95  9.2.1.2 Normal-reinforced cross section
... ... @@ -114,7 +114,9 @@
114 114  9.2.7.1 Nominal stiffness method
115 115  9.2.7.2 Nominal curvature method
116 116  9.2.8 Calculation of a statically indeterminate beam with post tensioned cables
117 -9.3 Steel design 305
127 +
128 +==== 9.3 Steel design ====
129 +
118 118  9.3.1 Interaction of normal force, bending moment and shear force
119 119  9.3.2 Buckling of a doubly symmetric I section
120 120  9.3.3 Buckling of a doubly symmetric + section
... ... @@ -121,9 +121,12 @@
121 121  9.3.4 Buckling of a mono-symmetric channel section
122 122  9.3.5 Lateral torsional buckling of a doubly symmetric I section
123 123  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
136 +9.3.7 Interaction calculation with a Class 4 section
137 +
138 +==== 9.4 Timber design ====
139 +
140 +==== 9.5 Automatic calculation of flexural buckling length ====
141 +
127 127  9.5.1 Concrete frame building
128 128  9.5.1.1 Non-sway case
129 129  9.5.1.2 Sway case
... ... @@ -130,9 +130,13 @@
130 130  9.5.2 Steel frame building
131 131  9.5.2.1 Non-sway case
132 132  9.5.2.2 Sway case
133 -9.5.3 A column and a supporting beam with various angles
134 -10 Cross section editor
148 +9.5.3 A column and a supporting beam with various angles
149 +
150 +== 10 Cross section editor ==
151 +
135 135  10.1 Calculation of a compound cross section
153 +
154 +
136 136  References
137 137  Notes
138 138  )))
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