zweidimensionales bewegtes Bild
Shear Force Acting on T-beam – Left Point of Application: The T-beam is twisted anti-clockwise if the shear force is apllied to the left of the shear cemter.
- Location
-
Hannover TIB
- Extent
-
8MB, 00:00:40:15 (unknown)
- Notes
-
Audiovisuelles Material
Kein gesprochener Text
No spoken text
- Bibliographic citation
-
All about Forces ; (Jan. 2017)
- Event
-
Veröffentlichung
- (who)
-
Civil Engineering RWTH Aachen University
- (when)
-
2017-01-01
- Contributor
-
N. N.
Institute of Applied Mechanics (ifam)
OER Initiative of the Faculty of Civil Engineering
- DOI
-
10.5446/47064
- Last update
-
04.12.2024, 8:09 AM CET
Data provider
This object is provided by:
Technische Informationsbibliothek (TIB). If you have any questions about the object, please contact the data provider.
Technische Informationsbibliothek (TIB). If you have any questions about the object, please contact the data provider.
Object type
- zweidimensionales bewegtes Bild
Associated
- N. N.
- Institute of Applied Mechanics (ifam)
- OER Initiative of the Faculty of Civil Engineering
- Civil Engineering RWTH Aachen University
Time of origin
- 2017-01-01
Other Objects (12)
Shear Force Acting on T-beam – Centric Point of Application: the T-beam is not twisted at all if the shear force is applied in the shear center.
Shear Force Acting on T-beam – Right Point of Application: The T-beam is twisted clockwise if the shear force is applied to the right of the shear center
Influence of the Longitudinal Shear Transfer on the Vertical Shear Capacity in CSTC Beams
Shear fatigue of prestressed I‐beams with shear reinforcement
Shear fatigue of prestressed I‐beams with shear reinforcement
Compliant shear force sensor
Single Web Shear Element Model for Shear Strength of RC Beams with Stirrups
Analysis of web forces in concrete beams : theoretical investigation of web forces in the "flexural shear crack zone" of reinforced, prestressed and partially prestressed concrete beams.
Shear Tests for Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) Beams with Shear Reinforcement
Shear behavior and construction method of steel shear keyed joints in precast segmental beams
Reinforced concrete beams subjected to reversed cyclic shear
Experimental Investigation on the Force-Crack Quantification Model for HSRC Columns with Flexure–Shear and Shear Failure Modes
Shear Force Acting on T-beam – Centric Point of Application: the T-beam is not twisted at all if the shear force is applied in the shear center.
Shear Force Acting on T-beam – Right Point of Application: The T-beam is twisted clockwise if the shear force is applied to the right of the shear center
Influence of the Longitudinal Shear Transfer on the Vertical Shear Capacity in CSTC Beams
Shear fatigue of prestressed I‐beams with shear reinforcement
Shear fatigue of prestressed I‐beams with shear reinforcement
Compliant shear force sensor
Single Web Shear Element Model for Shear Strength of RC Beams with Stirrups
Analysis of web forces in concrete beams : theoretical investigation of web forces in the "flexural shear crack zone" of reinforced, prestressed and partially prestressed concrete beams.
Shear Tests for Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) Beams with Shear Reinforcement
Shear behavior and construction method of steel shear keyed joints in precast segmental beams
Reinforced concrete beams subjected to reversed cyclic shear
Experimental Investigation on the Force-Crack Quantification Model for HSRC Columns with Flexure–Shear and Shear Failure Modes
Shear Force Acting on T-beam – Centric Point of Application: the T-beam is not twisted at all if the shear force is applied in the shear center.
Shear Force Acting on T-beam – Right Point of Application: The T-beam is twisted clockwise if the shear force is applied to the right of the shear center
Influence of the Longitudinal Shear Transfer on the Vertical Shear Capacity in CSTC Beams
Shear fatigue of prestressed I‐beams with shear reinforcement
Shear fatigue of prestressed I‐beams with shear reinforcement
Compliant shear force sensor
Single Web Shear Element Model for Shear Strength of RC Beams with Stirrups
Analysis of web forces in concrete beams : theoretical investigation of web forces in the "flexural shear crack zone" of reinforced, prestressed and partially prestressed concrete beams.
Shear Tests for Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) Beams with Shear Reinforcement
Shear behavior and construction method of steel shear keyed joints in precast segmental beams
Reinforced concrete beams subjected to reversed cyclic shear