10. Considering the framing plan below is subjected to a liveload of V/5 kPa, determine the maximum moment (KNm) acting on beam AB due to that load. All connections are simply supported. -3000- -2000-...


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10. Considering the framing plan below is subjected to a liveload of V/5 kPa, determine the maximum moment<br>(KNm) acting on beam AB due to that load. All connections are simply supported.<br>-3000-<br>-2000-<br>A<br>2500<br>5000<br>2500<br>OPEN TQ BELOW<br>C<br>ATYPICAL FRAMING PLAN<br>

Extracted text: 10. Considering the framing plan below is subjected to a liveload of V/5 kPa, determine the maximum moment (KNm) acting on beam AB due to that load. All connections are simply supported. -3000- -2000- A 2500 5000 2500 OPEN TQ BELOW C ATYPICAL FRAMING PLAN
V = 31<br>X=475<br>V/5=6.2<br>6.3.<br>Y=D155<br>8V= 248<br>Y40=3.875<br>V/I0 = 3.1<br>%3D<br>Y/200=0.775<br>W= 25<br>60<br>w/4 = 6.25<br>Z10=6<br>%3D<br>37=180<br>%3D<br>

Extracted text: V = 31 X=475 V/5=6.2 6.3. Y=D155 8V= 248 Y40=3.875 V/I0 = 3.1 %3D Y/200=0.775 W= 25 60 w/4 = 6.25 Z10=6 %3D 37=180 %3D

Jun 11, 2022
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