Answer:
a) 0.697*10³ lb.in
b) 6.352 ksi
Explanation:
a)
For cylinder AB:
Let Length of AB = 12 in
![c=\frac{1}{2}d=\frac{1}{2} *1.1=0.55in\\ J=\frac{\pi c^4}{2}=\frac{\pi}{2}0.55^4=0.1437\ in^4\\](https://tex.z-dn.net/?f=c%3D%5Cfrac%7B1%7D%7B2%7Dd%3D%5Cfrac%7B1%7D%7B2%7D%20%2A1.1%3D0.55in%5C%5C%20J%3D%5Cfrac%7B%5Cpi%20c%5E4%7D%7B2%7D%3D%5Cfrac%7B%5Cpi%7D%7B2%7D0.55%5E4%3D0.1437%5C%20in%5E4%5C%5C)
![\phi_B=\frac{T_{AB}L}{GJ}=\frac{T_{AB}*12}{3.3*10^6*0.1437} =2.53*10^{-5}T_{AB}](https://tex.z-dn.net/?f=%5Cphi_B%3D%5Cfrac%7BT_%7BAB%7DL%7D%7BGJ%7D%3D%5Cfrac%7BT_%7BAB%7D%2A12%7D%7B3.3%2A10%5E6%2A0.1437%7D%20%20%3D2.53%2A10%5E%7B-5%7DT_%7BAB%7D)
For cylinder BC:
Let Length of BC = 18 in
![c=\frac{1}{2}d=\frac{1}{2} *2.2=1.1in\\ J=\frac{\pi c^4}{2}=\frac{\pi}{2}1.1^4=2.2998\ in^4\\](https://tex.z-dn.net/?f=c%3D%5Cfrac%7B1%7D%7B2%7Dd%3D%5Cfrac%7B1%7D%7B2%7D%20%2A2.2%3D1.1in%5C%5C%20J%3D%5Cfrac%7B%5Cpi%20c%5E4%7D%7B2%7D%3D%5Cfrac%7B%5Cpi%7D%7B2%7D1.1%5E4%3D2.2998%5C%20in%5E4%5C%5C)
![\phi_B=\frac{T_{BC}L}{GJ}=\frac{T_{BC}*18}{5.9*10^6*2.2998} =1.3266*10^{-6}T_{BC}](https://tex.z-dn.net/?f=%5Cphi_B%3D%5Cfrac%7BT_%7BBC%7DL%7D%7BGJ%7D%3D%5Cfrac%7BT_%7BBC%7D%2A18%7D%7B5.9%2A10%5E6%2A2.2998%7D%20%20%3D1.3266%2A10%5E%7B-6%7DT_%7BBC%7D)
![2.53*10^{-5}T_{AB}=1.3266*10^{-6}T_{BC}\\T_{BC}=19.0717T_{AB}](https://tex.z-dn.net/?f=2.53%2A10%5E%7B-5%7DT_%7BAB%7D%3D1.3266%2A10%5E%7B-6%7DT_%7BBC%7D%5C%5CT_%7BBC%7D%3D19.0717T_%7BAB%7D)
![T_{AB}+T_{BC}-T=0\\T_{AB}+T_{BC}=T\\T_{AB}+T_{BC}=14*10^3\ lb.in\\but\ T_{BC}=19.0717T_{AB}\\T_{AB}+19.0717T_{AB}=14*10^3\\20.0717T_{AB}=14*10^3\\T_{AB}=0.697*10^3\ lb.in\\T_{BC}=13.302*10^3\ lb.in](https://tex.z-dn.net/?f=T_%7BAB%7D%2BT_%7BBC%7D-T%3D0%5C%5CT_%7BAB%7D%2BT_%7BBC%7D%3DT%5C%5CT_%7BAB%7D%2BT_%7BBC%7D%3D14%2A10%5E3%5C%20lb.in%5C%5Cbut%5C%20T_%7BBC%7D%3D19.0717T_%7BAB%7D%5C%5CT_%7BAB%7D%2B19.0717T_%7BAB%7D%3D14%2A10%5E3%5C%5C20.0717T_%7BAB%7D%3D14%2A10%5E3%5C%5CT_%7BAB%7D%3D0.697%2A10%5E3%5C%20lb.in%5C%5CT_%7BBC%7D%3D13.302%2A10%5E3%5C%20lb.in)
b) Maximum shear stress in BC
![\tau_{BC}=\frac{T_{BC}}{J}c=13.302*10^3*1.1/2.2998=6.352\ ksi](https://tex.z-dn.net/?f=%5Ctau_%7BBC%7D%3D%5Cfrac%7BT_%7BBC%7D%7D%7BJ%7Dc%3D13.302%2A10%5E3%2A1.1%2F2.2998%3D6.352%5C%20ksi)
Maximum shear stress in AB
![\tau_{AB}=\frac{T_{AB}}{J}c=0.697*10^3*0.55/0.1437=2.667\ ksi](https://tex.z-dn.net/?f=%5Ctau_%7BAB%7D%3D%5Cfrac%7BT_%7BAB%7D%7D%7BJ%7Dc%3D0.697%2A10%5E3%2A0.55%2F0.1437%3D2.667%5C%20ksi)
I’m thinking it would be c sorry if it’s wrong .
Answer:
A degree in architecture with 60 credit hours.
Explanation:
The requirements need for a student to qualify for a two year master of architecture degree are;
- 60 credit hours in architecture
- Complete 60 credit hours in related area of profession such as; planning, landscape architecture ,public health and others.
- 45 credit hours in architecture course at the level of 500/600
The first one is d or the 4th answer choice and the second one is false. Hope this helps!