{"id":1746,"date":"2017-10-30T11:01:22","date_gmt":"2017-10-30T11:01:22","guid":{"rendered":"http:\/\/buildsoftsupport.com\/?post_type=ht_kb&p=1746"},"modified":"2023-04-20T09:20:34","modified_gmt":"2023-04-20T09:20:34","slug":"what-are-the-differences-between-the-buildsoft-programs-for-structural-analysis","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/nl\/knowledge-base\/what-are-the-differences-between-the-buildsoft-programs-for-structural-analysis\/","title":{"rendered":"What are the differences between 1 2 Build, ConCrete and Diamonds?"},"content":{"rendered":"

Geometry<\/h2>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
<\/td>\n1\u20222\u2022Build<\/strong><\/td>\nConCrete<\/strong><\/td>\nDiamonds<\/strong><\/td>\n<\/tr>\n
\n
Modelling<\/h6>\n<\/td>\n<\/tr>\n
1D continuous beams<\/td>\n\u2714<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
2D frames:<\/p>\n
    \n
  • Vertical<\/li>\n
  • Horizontal (ex. frame of beams)<\/li>\n<\/ul>\n<\/td>\n
<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
\u2714<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
3D frames<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
2D floors<\/td>\n\u27141<\/a><\/sup><\/td>\n\u27142<\/a><\/sup><\/td>\n\u27143<\/a><\/sup>*<\/a><\/sup><\/td>\n<\/tr>\n
2D walls<\/td>\n<\/td>\n<\/td>\n\u2714*<\/a><\/sup><\/td>\n<\/tr>\n
3D structures<\/td>\n<\/td>\n<\/td>\n\u2714*<\/a><\/sup><\/td>\n<\/tr>\n
\n
Input<\/h6>\n<\/td>\n<\/tr>\n
Input panel<\/td>\n<\/td>\n\u2714<\/td>\n<\/td>\n<\/tr>\n
Draw directly on the screen<\/td>\n\u2714<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Draw using coordinates<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Draw using the structure wizard<\/td>\n\u2714<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Import DXF-file<\/td>\n\u2714<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Import PowerPlate-file<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Import PowerFrame-file<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Import Diamonds-file<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Import Tekla Structures-file<\/td>\n<\/td>\n<\/td>\nusing BIM Expert<\/td>\n<\/tr>\n
Drawing tools: move, rotate, copy, mirror, extrude, \u2026<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
\n
Supports<\/h6>\n<\/td>\n<\/tr>\n
2D : displacement\u00a0 XY + moment Z<\/td>\n\u2714<\/td>\n\u00a0\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
3D : displacement\u00a0 XYZ + moment XYZ<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Spring supports<\/td>\n<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
Input soil layers<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
\n
End conditions<\/h6>\n<\/td>\n<\/tr>\n
Eccentricities<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Rigid links<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Bar ends: disconnection of<\/p>\n
    \n
  • Tie rods<\/li>\n
  • Fixed or free<\/li>\n
  • Value<\/li>\n
  • Function<\/li>\n<\/ul>\n<\/td>\n
<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
\u2714<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Plate borders: disconnection of moment, shear or normal force<\/p>\n
    \n
  • Fixed or free<\/li>\n
  • Value<\/li>\n
  • Special conditions for masonry walls<\/li>\n<\/ul>\n<\/td>\n
<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Material library<\/p>\n
    \n
  • Steel<\/li>\n
  • Stainless steel<\/li>\n
  • ConCrete<\/li>\n
  • Timber<\/li>\n
  • Editable by the user\/ expandable<\/li>\n<\/ul>\n<\/td>\n
<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
\u00a0\u2714<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
\u2714<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
\u2714<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
\n
Profiles\/ Cross sections<\/h6>\n<\/td>\n<\/tr>\n
Section library<\/p>\n
    \n
  • Default<\/li>\n
  • Editable by the user\/ expandable<\/li>\n<\/ul>\n<\/td>\n
<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
\u2714<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
Default shapes<\/p>\n
    \n
  • Basic (rectangle)<\/li>\n
  • Random (hollow tubes, trapezoid, (ir)regular I,\u2026)<\/li>\n<\/ul>\n<\/td>\n
<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
\u2714<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
Random section generator (Section Utility)<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Sections with variable dimensions (height and width)<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
\n
Table<\/h6>\n<\/td>\n<\/tr>\n
Adaptable data in table<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Overview volume timber, concrete and steel<\/td>\n\u2714<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Overview weight reinforcement<\/td>\n\u2714<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

1. Plates bearing in one direction, no hollow core slabs\u21a9<\/a><\/sup><\/p>\n

2. Plates bearing in one direction, including hollow core slabs\u21a9<\/a><\/sup><\/p>\n

3. Plates bearing in one direction, plates bearing in two directions, pr\u00e9slabs, slabs with ribs in one or two directions, unfilled multicelular slabs, hollow core slabs, plates based on stiffnessmatrix\u21a9<\/a><\/sup><\/p>\n

* Available as an additional module\u21a9<\/a><\/sup><\/p>\n

Loads<\/h2>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
<\/td>\n1\u20222\u2022Build<\/strong><\/td>\nConCrete<\/strong><\/td>\nDiamonds<\/strong><\/td>\n<\/tr>\n
\n
Load groups<\/h6>\n<\/td>\n<\/tr>\n
Unlimited bumber of load groups<\/td>\n<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
2D directions: XY<\/td>\n\u00a0\u2714<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
3D directions: XYZ<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Loads descent<\/td>\n\u2714<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Wind generator<\/td>\n\u2714<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Snow generator<\/td>\n\u2714<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Thermal load (global or gradient)<\/p>\n
    \n
  • On bars<\/li>\n
  • On surfaces<\/li>\n<\/ul>\n<\/td>\n
<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
<\/td>\n<\/td>\n\u00a0\u2714<\/td>\n<\/tr>\n
<\/td>\n<\/td>\n\u00a0\u2714<\/td>\n<\/tr>\n
Seismic spectrum<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Dynamic load<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Moving loads (train load)<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
\n
Combinations<\/h6>\n<\/td>\n<\/tr>\n
Automatically generate load combinations<\/td>\n\u2714<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
Manually make load combinations<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Combinations over time (for deformation over time)<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

Results<\/h2>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
<\/td>\n1\u20222\u2022Build<\/strong><\/td>\nConCrete<\/strong><\/td>\nDiamonds<\/strong><\/td>\n<\/tr>\n
\n
Analysis<\/h6>\n<\/td>\n<\/tr>\n
1th order static analysis<\/td>\n\u2714<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
2nd order static analysis (+ global imperfections)<\/td>\n<\/td>\n<\/td>\n\u2714*<\/a><\/sup><\/td>\n<\/tr>\n
Modal\u00a0analysis (seismic and dynamic analysis included)<\/td>\n<\/td>\n<\/td>\n\u2714*<\/a><\/sup><\/td>\n<\/tr>\n
Fire analysis<\/td>\n<\/td>\n<\/td>\n\u2714*<\/a><\/sup><\/td>\n<\/tr>\n
\n
Representation<\/h6>\n<\/td>\n<\/tr>\n
Results for each load group<\/td>\n\u2714<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
Results for each combination<\/td>\n<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
Envelope results<\/td>\n\u2714<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
Detailed window with results<\/td>\n<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
\n
Table<\/h6>\n<\/td>\n<\/tr>\n
Results on different bars<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Detailed results for each bar<\/td>\n<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

Design<\/h2>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
<\/td>\n1\u20222\u2022Build<\/strong><\/td>\nConCrete<\/strong><\/td>\nDiamonds<\/strong><\/td>\n<\/tr>\n
\n
Standards<\/h6>\n<\/td>\n<\/tr>\n
Eurocodes with national annex<\/td>\n\u2714<\/td>\n\u2714<\/td>\n\u27144<\/a><\/sup><\/td>\n<\/tr>\n
National standards<\/td>\n<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
\n
Concrete<\/h6>\n<\/td>\n<\/tr>\n
Buckling lengths<\/p>\n
    \n
  • Defining groups for the buckling lengths<\/li>\n
  • Calculation of the buckling lengths<\/li>\n
  • Manually adjusting the buckling lengths<\/li>\n<\/ul>\n<\/td>\n
<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
\u2714<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Theoretical calculation of the required reinforcement<\/td>\n\u2714<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
Punching shear check<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Practical reinforcement proposal \/ sketch<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/td>\n<\/tr>\n
Determine optimal section automatically<\/td>\n\u2714<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
Calculation of cracking (cracked deformation and cracking width)<\/td>\n<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
Calculation of the deformation over time<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
\n
Steel<\/h6>\n<\/td>\n<\/tr>\n
Haunch<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Buckling lengths<\/p>\n
    \n
  • Defining groups for the buckling lengths<\/li>\n
  • Calculation of the buckling lengths<\/li>\n
  • Manually adjusting the buckling lengths<\/li>\n<\/ul>\n<\/td>\n
<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
\u2714<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Lateral Torsional Buckling lengths<\/p>\n
    \n
  • Defining LTB supports<\/li>\n
  • Manually adjusting the LTB lengths<\/li>\n<\/ul>\n<\/td>\n
<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
\u2714<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Resistance and stability check (unity check) for carbon steel<\/td>\n\u27145<\/a><\/sup><\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Resistance and stability check (unity check) for stainless steel<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Determine optimal section automatically<\/td>\n\u2714<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Stainless steel: calculation of the secant deformation<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Steel connections: link with PowerConnect\/ BIM Expert<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
\n
Timber<\/h6>\n<\/td>\n<\/tr>\n
Buckling lengths<\/p>\n
    \n
  • Defining groups for the buckling lengths<\/li>\n
  • Calculation of the buckling lengths<\/li>\n
  • Manually adjusting the buckling lengths<\/li>\n<\/ul>\n<\/td>\n
<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
\u2714<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Lateral Torsional Buckling lengths<\/p>\n
    \n
  • Defining LTB supports<\/li>\n
  • Manually adjusting the LTB lengths<\/li>\n<\/ul>\n<\/td>\n
<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
\u2714<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Resistance and stability check (unity check)<\/td>\n\u2714<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Take the effect of creep into account using kdef<\/sub><\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Determine optimal section automatically<\/td>\n\u2714<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

4. A list with implemented standard in Diamonds can be found here<\/a>\u21a9<\/a><\/sup>
\n5. According to ENV.\u21a9<\/a><\/sup><\/p>\n

Report Manager<\/h2>\n\n\n\n\n\n
<\/td>\n1\u20222\u2022Build<\/strong><\/td>\nConCrete<\/strong><\/td>\nDiamonds<\/strong><\/td>\n<\/tr>\n
Simple report<\/td>\n\u2714<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
Sub reports<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

General<\/h2>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
<\/td>\n1\u20222\u2022Build<\/strong><\/td>\nConCrete<\/strong><\/td>\nDiamonds<\/strong><\/td>\n<\/tr>\n
\n
General<\/h6>\n<\/td>\n<\/tr>\n
Expandable via additional modules<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Integrated help function<\/td>\n\u2714<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
Export DXF<\/td>\n\u2714<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Export Diamonds<\/td>\n\u2714<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
Export BIM Expert\/Tekla Structures<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Export ConCrete Plus<\/td>\n<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
\n
Language<\/h6>\n<\/td>\n<\/tr>\n
Dutch<\/td>\n\u2714<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
French<\/td>\n\u2714<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
English<\/td>\n\u2714<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
German<\/td>\n<\/td>\n\u2714<\/td>\n\u2714<\/td>\n<\/tr>\n
Spanish<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Polish<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Italian<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Lithuanian<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Latvian<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n
Russian<\/td>\n<\/td>\n<\/td>\n\u2714<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n \t\t
\r\n \t\t\t \t\t\t \t\t\t\t

\r\n \t\t\t\t\tAs can be deduced from the table above, 12-Build contains many simplifications compared to Diamonds. Therefor 12-Build is often used in predesign. \t\t\t\t<\/p>\r\n \t\t\t \t\t\t\r\n \t\t<\/div>\r\n \t\t\n","protected":false},"excerpt":{"rendered":"

Geometry 1\u20222\u2022Build ConCrete Diamonds Modelling 1D continuous beams \u2714 \u2714 \u2714 2D frames: Vertical Horizontal (ex. frame of beams) \u2714 \u2714 \u2714 3D frames \u2714 2D floors \u27141 \u27142 \u27143* 2D walls \u2714* 3D structures \u2714* Input Input panel \u2714 Draw directly on the screen \u2714 \u2714 Draw using coordinates…<\/p>\n","protected":false},"author":3,"comment_status":"closed","ping_status":"closed","template":"","format":"standard","meta":[],"ht-kb-category":[1117],"ht-kb-tag":[303,474,473,301,472,471,468,248,470,469,302,304,305,306],"_links":{"self":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb\/1746"}],"collection":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb"}],"about":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/types\/ht_kb"}],"author":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/comments?post=1746"}],"version-history":[{"count":3,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb\/1746\/revisions"}],"predecessor-version":[{"id":14281,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb\/1746\/revisions\/14281"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/media?parent=1746"}],"wp:term":[{"taxonomy":"ht_kb_category","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb-category?post=1746"},{"taxonomy":"ht_kb_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb-tag?post=1746"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}