![\"\"](\"http:\/\/statik.info-brihaye.lu\/wp-content\/uploads\/2021\/03\/moment-beispiel-f-2-ca-300x222.png\")
<\/p>\n[et_pb_section fb_built=“1″ _builder_version=“4.8.2″ _module_preset=“default“ custom_padding=“0px||0px||false|false“][et_pb_row _builder_version=“4.8.2″ _module_preset=“default“ width=“100%“ max_width=“100%“ custom_padding=“0px||0px||false|false“][et_pb_column type=“4_4″ _builder_version=“4.8.2″ _module_preset=“default“][et_pb_cta button_text=“Clics“ module_id=“bausachverstandiger“ _builder_version=“4.8.2″ _module_preset=“default“ background_enable_color=“off“ background_image=“http:\/\/statik.info-brihaye.lu\/wp-content\/uploads\/2021\/03\/Bauzeichner_Statik_Bauphysik_Header_02-scaled.jpg“ height=“500px“ custom_padding=“0px|0px|0px|0px|false|false“]<\/p>\n
[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=“1″ _builder_version=“4.8.2″ _module_preset=“default“][et_pb_row column_structure=“1_2,1_2″ _builder_version=“4.8.2″ _module_preset=“default“ animation_style=“fade“][et_pb_column type=“1_2″ _builder_version=“4.8.2″ _module_preset=“default“][et_pb_text _builder_version=“4.8.2″ _module_preset=“default“ animation_style=“slide“ animation_direction=“left“]<\/p>\n
The moment of a force with respect to a point is the product of the absolute magnitude of the force and the perpendicular distance of its line of action from the reference point. The distance a is called the lever arm. The unit of the moment is the product of the force and the length.<\/p>\n
<\/p>\n
[\/et_pb_text][\/et_pb_column][et_pb_column type=“1_2″ _builder_version=“4.8.2″ _module_preset=“default“][et_pb_text _builder_version=“4.8.2″ _module_preset=“default“ animation_style=“slide“ animation_direction=“right“]<\/p>\n
The unit of force is the Newton.
One Newton is the force that imparts an acceleration of 1m\/s\u00b2 to the mass 1Kg.
1N = 1Kg m\/s\u00b2<\/p>\n
![\"\"](\"http:\/\/statik.info-brihaye.lu\/wp-content\/uploads\/2021\/03\/newton-statik-300x251.png\")
<\/p>\n
[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=“4.8.2″ _module_preset=“default“][et_pb_column type=“4_4″ _builder_version=“4.8.2″ _module_preset=“default“][et_pb_text _builder_version=“4.8.2″ _module_preset=“default“ animation_style=“fade“]<\/p>\n
Forces cannot be perceived directly. They are recognised and measured through their effect.<\/p>\n
To determine forces, you need three pieces of information: the magnitude, the direction and the point of application.
Forces can be determined precisely with:<\/p>\n
The following specifications should be available for the graphical representation:<\/p>\n
![\"\"](\"http:\/\/statik.info-brihaye.lu\/wp-content\/uploads\/2021\/03\/krafte-300x123.png\")
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[\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=“1″ _builder_version=“4.8.2″ _module_preset=“default“ use_background_color_gradient=“on“ background_color_gradient_start=“#ffffff“ background_color_gradient_end=“#cecece“ background_color_gradient_start_position=“50%“ background_color_gradient_end_position=“50%“ custom_padding=“0px||0px||false|false“][et_pb_row _builder_version=“4.8.2″ _module_preset=“default“ custom_padding=“0px||0px||false|false“][et_pb_column type=“4_4″ _builder_version=“4.8.2″ _module_preset=“default“][et_pb_image src=“http:\/\/statik.info-brihaye.lu\/wp-content\/uploads\/2021\/03\/statik.jpg“ title_text=“statik“ force_fullwidth=“on“ _builder_version=“4.8.2″ _module_preset=“default“ animation_style=“zoom“][\/et_pb_image][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=“1″ _builder_version=“4.8.2″ _module_preset=“default“ background_color=“#cecece“][et_pb_row _builder_version=“4.8.2″ _module_preset=“default“][et_pb_column type=“4_4″ _builder_version=“4.8.2″ _module_preset=“default“][et_pb_text _builder_version=“4.8.2″ _module_preset=“default“ background_enable_color=“off“ animation_style=“fade“]<\/p>\n
When analysing a static system, the determination of the degree is defined with the help of the counting criterion.<\/p>\n
The formulas of the counting criterion are for:<\/p>\n
Plane bar works : n=a+3*(p-k)-r
Ideals,<\/p>\n
plane trusses : n=a+p-2*k<\/p>\n
With:<\/p>\n
Degree of Static Indeterminacy:\u00a0<\/span><\/p>\n The degree of static indeterminacy results as follows:\u00a0<\/span><\/p>\n [\/et_pb_text][et_pb_text _builder_version=“4.8.2″ _module_preset=“default“ animation_style=“fade“]<\/p>\n Before any static calculation of a structure, a load assumption must be carried out. The sizes of the loads to be assumed are given in the DIN regulations. They depend on the building materials and the type of structure. [\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=“1″ _builder_version=“4.8.2″ _module_preset=“default“ use_background_color_gradient=“on“ background_color_gradient_start=“#cecece“ background_color_gradient_end=“#ffffff“ background_color_gradient_start_position=“50%“ background_color_gradient_end_position=“50%“ custom_padding=“0px||0px||false|false“][et_pb_row _builder_version=“4.8.2″ _module_preset=“default“ custom_padding=“0px||0px||false|false“][et_pb_column type=“4_4″ _builder_version=“4.8.2″ _module_preset=“default“][et_pb_image src=“http:\/\/statik.info-brihaye.lu\/wp-content\/uploads\/2021\/03\/statik-1-1.jpg“ title_text=“statik–“ force_fullwidth=“on“ _builder_version=“4.8.2″ _module_preset=“default“ animation_style=“zoom“][\/et_pb_image][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=“1″ _builder_version=“4.8.2″ _module_preset=“default“][et_pb_row column_structure=“1_2,1_2″ _builder_version=“4.8.2″ _module_preset=“default“ animation_style=“fade“][et_pb_column type=“1_2″ _builder_version=“4.8.2″ _module_preset=“default“][et_pb_text _builder_version=“4.8.2″ _module_preset=“default“ animation_style=“slide“ animation_direction=“left“]<\/p>\n There are 3 different types of supports.<\/p>\n Movable supports<\/span>\u00a0<\/span>allow the structure to rotate around the bearing point and can be moved in the direction of the movement path. Only movement perpendicular to the path of movement is blocked. Fixed supports<\/span>\u00a0<\/span>or support joints only allow rotation around the support point. Horizontal and vertical displacement is blocked. Clamped supports<\/span>\u00a0<\/span>block any possibility of movement. There is no rotation and no displacement. [\/et_pb_text][\/et_pb_column][et_pb_column type=“1_2″ _builder_version=“4.8.2″ _module_preset=“default“][et_pb_text _builder_version=“4.8.2″ _module_preset=“default“ animation_style=“slide“ animation_direction=“right“]<\/p>\n The forces acting on structural components are the loads acting on the structure and the resulting support and bearing forces. [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=“4.9.4″ _module_preset=“default“][et_pb_column type=“4_4″ _builder_version=“4.9.4″ _module_preset=“default“][et_pb_image src=“http:\/\/statik.info-brihaye.lu\/wp-content\/uploads\/2021\/04\/MADE_IN_LUX-removebg-preview.png“ title_text=“MADE_IN_LUX-removebg-preview“ align=“center“ _builder_version=“4.9.4″ _module_preset=“default“ width=“75px“][\/et_pb_image][\/et_pb_column][\/et_pb_row][\/et_pb_section]<\/p>","protected":false},"excerpt":{"rendered":" Statik GrundlagenMoment einer Kraft Das Moment einer Kraft in Bezug auf einen Punkt ist das Produkt aus dem absoluten Betrag der Kraft und dem senkrechten Abstand ihrer Wirkungslinie vom Bezugspunkt. Den Abstand a bezeichnet man als Hebelarm. Entsprechend dem Produkt aus Kraft und L\u00e4nge ergibt sich die Einheit des Momentes. Einheit Die Einheit der Kraft […]<\/p>","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"","_et_gb_content_width":"","footnotes":""},"aioseo_notices":[],"_links":{"self":[{"href":"http:\/\/statik.info-brihaye.lu\/en\/wp-json\/wp\/v2\/pages\/1861"}],"collection":[{"href":"http:\/\/statik.info-brihaye.lu\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"http:\/\/statik.info-brihaye.lu\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"http:\/\/statik.info-brihaye.lu\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"http:\/\/statik.info-brihaye.lu\/en\/wp-json\/wp\/v2\/comments?post=1861"}],"version-history":[{"count":2,"href":"http:\/\/statik.info-brihaye.lu\/en\/wp-json\/wp\/v2\/pages\/1861\/revisions"}],"predecessor-version":[{"id":2217,"href":"http:\/\/statik.info-brihaye.lu\/en\/wp-json\/wp\/v2\/pages\/1861\/revisions\/2217"}],"wp:attachment":[{"href":"http:\/\/statik.info-brihaye.lu\/en\/wp-json\/wp\/v2\/media?parent=1861"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}\n
<\/span><\/li>\n
<\/span><\/li>\nLoad assumptions in building construction<\/h3>\n
The basic regulation for load assumptions is DIN 1055, but Eurocode1 is now authoritative according to the new European regulations.
After the load assumption, the load transfer is calculated. In this process, the loads are transferred from the roof slab to the foundations and are used to dimension the foundation sizes and the degree of reinforcement.\u00a0<\/span><\/p>\nSupport<\/h3>\n
These supports are called\u00a0<\/span>monovalent<\/span>\u00a0<\/span>designated.<\/p>\n
These supports are called\u00a0<\/span>Bivalent<\/span>\u00a0<\/span>Designates<\/p>\n
These supports are called\u00a0<\/span>Trivalent<\/span>\u00a0<\/span>designated.<\/p>\n![\"\"](\"http:\/\/statik.info-brihaye.lu\/wp-content\/uploads\/2021\/03\/Auflager-300x157.png\")
<\/p>\nForces on components<\/h3>\n
All forces acting on a structure must be in balance with each other.
The acting forces are divided into permanent and live loads.
Permanent loads are the loads of the building structures themselves.
They are designated with G.
Live loads are caused by dead loads from people, vehicles, snow, etc.
They are designated with Q.<\/p>\n![\"\"](\"http:\/\/statik.info-brihaye.lu\/wp-content\/uploads\/2021\/03\/Krafte-an-Bauteilen-300x215.png\")
<\/p>\n