a****h 发帖数: 5 | 1 请教各位,本人即将毕业并接收到第一个interview
以前未有在美interview经验,请赐教结构工程的电面中常提到的问题,general is ok
, but as detail as possible.
感谢 |
j*****g 发帖数: 98 | 2 I guess you are applying for an entry level position. Take a quick look at
PE review manual. It may help.
ok
【在 a****h 的大作中提到】 : 请教各位,本人即将毕业并接收到第一个interview : 以前未有在美interview经验,请赐教结构工程的电面中常提到的问题,general is ok : , but as detail as possible. : 感谢
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l*****r 发帖数: 990 | 3 Know them and know yourself.
Be them and be yourself.
that is the best I can advise you.
Good luck. |
b*******g 发帖数: 1095 | 4 Q's I used to ask entry level applicants on concrete:
M and V diagram for a simply supported or a fix-end beam?
M and V diagram for a 5-span continuous beam?
Given the M and V diagram above, how to lay out reinforcement?
Given the M and V diagram above, where is the critical section for one-way
shear?
How to design flexural reinforcement for a square spread footing?
If all above are answred correctly, I would ask about two-way slab and
punching shear. But it seems that these are "advanced topics
【在 a****h 的大作中提到】 : 请教各位,本人即将毕业并接收到第一个interview : 以前未有在美interview经验,请赐教结构工程的电面中常提到的问题,general is ok : , but as detail as possible. : 感谢
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a*******s 发帖数: 393 | 5 好文啊,收藏了!
【在 b*******g 的大作中提到】 : Q's I used to ask entry level applicants on concrete: : M and V diagram for a simply supported or a fix-end beam? : M and V diagram for a 5-span continuous beam? : Given the M and V diagram above, how to lay out reinforcement? : Given the M and V diagram above, where is the critical section for one-way : shear? : How to design flexural reinforcement for a square spread footing? : If all above are answred correctly, I would ask about two-way slab and : punching shear. But it seems that these are "advanced topics
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t******o 发帖数: 467 | 6 Those are good questions if you intend to hire the guy to do concrete work.
【在 b*******g 的大作中提到】 : Q's I used to ask entry level applicants on concrete: : M and V diagram for a simply supported or a fix-end beam? : M and V diagram for a 5-span continuous beam? : Given the M and V diagram above, how to lay out reinforcement? : Given the M and V diagram above, where is the critical section for one-way : shear? : How to design flexural reinforcement for a square spread footing? : If all above are answred correctly, I would ask about two-way slab and : punching shear. But it seems that these are "advanced topics
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