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
|
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
|
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
|
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
|
