The 40 kN force in the figure is supported by the floor panel DE, which in turn is simply supported at its ends by floor beams. These beams transmit their loads to the simply supported girder AB. Determine the internal shear and moment acting at point C in the girder.
![ANALYSIS OF STATICALLY DETERMINATE STRUCTURES<br>INTERNAL LOADINGS<br>Prob] The 40 kN force in the figure is supported by the floor panel DE, which in turn is simply<br>supported at its ends by floor beams. These beams transmit their loads to the simply<br>supported girder AB. Determine the internal shear and moment acting at point C in the<br>girder.<br>40 kN<br>2 m<br>2 m 9.6 m 1.4 m<br>2 m<br>B<br>2.5 m<br>](https://s3.us-east-1.amazonaws.com/storage.unifolks.com/qimg-008/008_qyfvzz0-bjoohosy.png)
Extracted text: ANALYSIS OF STATICALLY DETERMINATE STRUCTURES INTERNAL LOADINGS Prob] The 40 kN force in the figure is supported by the floor panel DE, which in turn is simply supported at its ends by floor beams. These beams transmit their loads to the simply supported girder AB. Determine the internal shear and moment acting at point C in the girder. 40 kN 2 m 2 m 9.6 m 1.4 m 2 m B 2.5 m