From version < 21.1 >
edited by Hamid Richard Allili
on 2020/01/20 15:05
To version < 22.1 >
edited by Hamid Richard Allili
on 2020/01/28 13:55
< >
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62 62  7.1.1 A trusses with limited compression members
63 63  7.1.2 A continuous beam with three supports
64 64  7.2 Cracked section analysis by reinforced concrete elements
65 -7.2.1 Cracked deflection of a simly supported beam
65 +7.2.1 Cracked deflection of a simply supported beam
66 66  7.2.2 Cracked deflection of a statically indeterminate beam
67 67  7.2.3 Cracked deflection of a cantilever beam
68 68  7.2.4 Cracked deflection of a cantilever beam with compressed reinforcement bars
... ... @@ -82,12 +82,15 @@
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 Dynamic response 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 +8.5 Dynamic response of a moving mass point on a simply supported beam
92 +8.6 Dynamic response of a moving single force on a simply supported beam
93 +8.7 Dynamic response of a moving force group on a simply supported beam
91 91  
92 92  == 9 Design calculations ==
93 93  
... ... @@ -136,6 +136,20 @@
136 136  
137 137  ==== 9.4 Timber design ====
138 138  
142 +9.4.1 Design of timber bars
143 +9.4.2 CLT Panel design with laminated composite shell theory
144 +9.4.2.1 Calculation with shear coupling
145 +9.4.2.1.1.1 Glue at narrow side
146 +9.4.2.1.1.2 No glue at narrow side
147 +9.4.2.1.2 Calculation without shear coupling
148 +9.4.2.1.2.1 Glue at narrow side
149 +9.4.2.1.2.2 No glue at narrow side
150 +9.4.2.2 Deflection and stresses of a CLT panel supported on two opposite edges
151 +9.4.2.3 Deflection and stresses of a CLT simply supported two-way slab
152 +9.4.2.4 In-plane loaded CLT design check to shear failure at glued contact surface
153 +9.4.2.5 Buckling check of a CLT wall
154 +
155 +
139 139  ==== 9.5 Automatic calculation of flexural buckling length ====
140 140  
141 141  9.5.1 Concrete frame building
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