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5 = Punching 6.5 =
6
7 == 6.5.000 ==
8
9 Released: 2021-02-26
10
11 * Fix: For interior columns when no moments are defined an info message has been added informing that no eccentricity factor is calculated (case 9139).
12 * New: The punching calculation with regard to the Finnish Annex has been adjusted according to " Betongkonstruktioner, anvisningar 2016" (case 75541).
13 * Fix: The reinforcement has been renamed to K500C-T case( 97505).
14 * Fix: Reduced the number of requested licenses from Punching (Case 100278).
15
16 = Punching 6.4 =
17
18 == 6.4.006 ==
19
20 Released: 2018-05-16
21
22 * Fix: In a revised version of EC2 the punching capacity together with shear reinforcement has been limited which has been implemented in the program (case 65876).
23
24 == 6.4.005 ==
25
26 Released: 2018-04-06
27
28 * Fix: When a distance from column to slab edge was defined for corner columns there was no limitation of this value which has been corrected (case 63808).
29
30 == 6.4.004 ==
31
32 Released: 2018-02-14
33
34 * New: Swedish annex now follows Eurocode standard concerning VRdmax according to EN1992-1-1 6.4.5 (Case 63114).
35
36 == 6.4.003 ==
37
38 Released: 2015-06-26
39
40 * Updated license handling (added FlexNet support).
41
42 == 6.4.002 ==
43
44 Released: 2014-12-19
45
46 * Fix: In some cases the reinforcement image was colored blue even when the capacity was not sufficient which is corrected (Case 23386).
47
48 == 6.4.001 ==
49
50 Released: 2014-10-22
51
52 * Fix: The decimal on values added through in the graphical user interface were sometimes removed.
53
54 == 6.4.000 ==
55
56 Released: 2014-04-16
57
58 * Fix: Moved all program specific settings and databases to the user profile folder to avoid potential user rights issues.
59
60 = Punching 6.3 =
61
62 == 6.3.010 ==
63
64 Released: 2016-02-05
65
66 * New: Added support for the FlexNet license system.
67
68 == 6.3.009 ==
69
70 Released: 2014-10-22
71
72 * Fix: The decimal on values added through in the graphical user interface were sometimes removed.
73
74 == 6.3.008 ==
75
76 Released: 2014-04-14
77
78 * Fix: Moved all program specific settings and databases to the user profile folder to avoid potential user rights issues.
79
80 == 6.3.007 ==
81
82 Released: 2013-09-09
83
84 * It is from now possible to also define a vct value for the concrete where relevant.
85 * The following concrete qualities C28/35, C32/40, C54/65 and C58/70 have been added.
86 * The result including shear reinforcement has been changed to show also the capacity at the column perimeter. Shear reinforcement will only affect the capacity at the control perimeter so in order to secure that an inadequate capacity at the column perimeter is not neglected by mistake this check is now shown also for this result.
87
88 == 6.3.006 ==
89
90 Released: 2012-12-21
91
92 * Updated the installation file to accomodate the new StruSoft Installer.
93
94 == 6.3.005 ==
95
96 Released: 2012-11-30
97
98 * Fixed a bug causing the menu option for the manual to be inactive.
99
100 == 6.3.004 ==
101
102 Released: 2012-10-02
103
104 * Updated the way in which the program handles the layout file for the print engine.
105 * Updated the module responsible for saving program settings and search paths.
106
107 == 6.3.003 ==
108
109 Released: 2012-09-07
110
111 * A manual also for Eurocode is now available to the program.
112 * Updated the way in which user specific settings and data is stored.
113
114 == 6.3.002 ==
115
116 Released: 2012-02-20
117
118 * New version of the license system (version 3.0.18).
119 * Updates made to the installtion script pertaining to silent install.
120
121 == 6.3.001 ==
122
123 Released: 2012-01-05
124
125 * The shear stress at the column perimeter was for the Swedish annex only checked for the standard Vrd,max value and not for the special value used only in this annex which is corrected.
126 * Capacity with regard to shear reinforcement as bent-down bars is from now on calculated with the assumption of only a single line of bars according to EN 1992-1-1 6.4.5 (1). This means that the ratio d/sr is set to 0.67.
127 * For shear reinforcement as links an information text according to EN 1992-1-1 9.4.3 has been added.
128 * The shear stress and capacity for shear reinforcement had wrongly the header force and designation kN which has been changed to stress and kN/m2.
129
130 == 6.3.000 ==
131
132 Released: 2011-12-22
133
134 * The design for EC2 was wrong if reinforcement was defined as a percentage of the concrete section which is corrected.
135 * A new license system (version 3.0) has been implemented.
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141 (((
142 **Contents**
143
144 {{toc/}}
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