Please show all calculations
so I can follow along. The answer should be 76.1kN.
Homework Answers
Tributary width of Beam 3=4/2=2 m
Load on beam 3=2*5=10 kN/m
Span of Beam 3=9 m
Load on C1 from beam 3=10*9/2=45 kN
Tributary widt of beam 1=1 m
Tributary width of beam 2=1+1=2 m
Load on Beam 1=1*5=5 kN/m
Load on beam2=2*5=10 kN/m
Load on girder 1 from beam 1=5*4/2=10 kN
Load on girder 1 from beam 2=10*4/2=20 kN
Load on girder 2 from girder 1=((10*5)+(20*7))/9=21.11 kN
Load on C1 from girder 2=21.1 kN
Total load on C1=45+21.1=66.1 kN
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