Un designer peut travailler dans divers domaines, notamment la conception graphique, la conception de sites Web et d’applications, la mode, la décoration d’intérieur, et la conception de logiciels. Les designers utilisent leurs compétences créatives pour proposer des résultats attrayants. Lors d’un entretien pour un poste de designer, les personnes faisant passer l’entretien posent souvent des questions en lien avec des connaissances et des compétences précises.
Voici trois des questions d’entretien d’embauche les plus fréquentes pour un designer (H/F) et comment y répondre :
Comment répondre : Les créatifs, notamment les designers, doivent souvent utiliser des compétences uniques et peuvent souffrir d’un blocage lorsqu’ils se sentent dans une impasse ou ne savent pas comment procéder. Lorsque vous répondez à cette question, expliquez comment vous évitez de remettre les choses à plus tard lorsque vous êtes dans une impasse créative et quels concepts novateurs vous utilisez pour sortir d’un marasme créatif.
Comment répondre : Les designers sont souvent confrontés à des situations où leur vision ne correspond pas à celle du client. Avant l’entretien, réfléchissez à une situation précise dans laquelle vous avez dû adapter votre travail aux souhaits du client. Utilisez la méthode STAR : décrivez la situation, la tâche, l’action et le résultat.
Comment répondre : Un designer est régulièrement amené à concilier des projets multiples, souvent avec des priorités contradictoires. Profitez de cette question pour expliquer comment vous gérez les situations stressantes, en particulier lorsque vous avez un projet en cours auquel s’ajoutent des demandes ou des besoins urgents de la part de vos clients. Cette réponse peut également vous permettre de dessiner les grandes lignes de la méthode organisationnelle que vous adoptez pour respecter les délais et gérer les tâches.
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As a Ui Ux Designer , My Answer It is boring to work on the same setup every day , I do a new experiment and pick up the right and new tools Moins
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As a Ui Designer,, My Answer is It is boring to work on the same setup every day, so I doing a new experiment and pick up the right and new tools Moins
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As a Ui Designer,, My Answer is It is boring to work on the same setup every day, so I doing a new experiment and pick up the right and new tools Moins
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I dealt with the same experience! It was awful! I don't know who their HR is, but they need to revamp the process. No wonder their design sucks LOL Moins
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If you just tell them that you think public transport should be free, they'll take you to next round because they expect everyone who interviews to come to that answer. Moins
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I had the same experience. They were SUPER biased and rude!
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"more the Ids, the lesser the drive strength is" This is exactly opposite of the actual fact...! Moins
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Use body effect, reverse biasing, this will reduce the drain current. another way can be change the gate input, according to the I-V characteristic Moins
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the first answer is definitely wrong, to decrease the driving capacity, please size down the ratio! Moins
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Your answer indicated the necessity of this question.
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The water level will decrease ( if the brick has a density greater than water, which of course a conventional brick does). When in the boat, the brick will displace a mass of water equal to it's own. So if it has a mass of 1kg it will displace 1kg of water. When thrown overboard it will now displace an amount of water equal to it's volume. As it sinks, it's density must be grater than water and therefore it's 1kg mass will take up a smaller volume than 1kg of water. Therefore the water level will decrease. As a styrofoam brick has a lower density than water it will not sink when thrown overboard. When floating it will displace a mass of water equal to that of the brick and therefore the water level will remain the unchanged. Moins
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A powerful tool in looking at questions like these intuitively rather than by the raw physics is to go to the extreme. Say the brick were of normal brick size but were made of some ultra-dense material...so dense that it would push an aircraft carrier down in the water to the brink of sinking. This would obviously cause the carrier to displace many thousands of gallons more water than it had been displacing before the brick was added. When the brick is thrown overboard, the carrier would come shooting up out of the water, now not displacing those additional thousands of gallons of water The volume of water displaced by the brick once it's in the water is comparatively insignificant. So clearly the water level will fall. Moins
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Aluminum. While the previous post on Sep 5th is correct in stating that P, L are the same, since you are given a mass of both metals, you need to find you allowable "volume" of material, which you can estimate using 2700kg/m3 for Al and 7800kg/m3 for steel. MoI is given by (1/12) b h^3 if you assume b (base) is the same for both materials, you'll find that h for aluminum is greater than h of steel, and since h is cubed, it actually makes a big difference. In my test case, E of steel ~3x greater (200 GPa vs 70 GPa), but the moment of inertia of the Aluminum was ~3.75x than steel, meaning that deflection of aluminum would be less than steel! Moins
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Aluminum
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Why is it being assumed that the base be the same for both materials. Since the question allows to choose whatever cross section we are allowed, can we not just assume that we'll come up with a MoI that's comparable? Or we simply switch the b and h values for both materials. Given these assumptions, one could argue that the deflection is a function of E and thus, higher in aluminum and lower in steel. Moins
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@Akash, Adder C should be the 7th bit and the sum of adder a and b right? not carry Moins
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It can be done by two ways Clocked Circuit: Use a one bit adder and a register. Output of the register acts as 2nd input to the adder. Half adder can also be used. Combinational Circuit: We can do it in 4 full adders. For the adders A and B, let 6 bits be the inputs. For adders C, use the 7th bit and Carry of adder A and B. Adder C gives sum as bit 0. For adder D, use carry from all three adders. The sum is bit 1 and carry is bit 2. Moins
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For this question you need 2 1-bit full-adder and 1 2-bits full adder. Let's call 7 bits as b0-b6. b0-b2 should be the input of 1-bit FA1 and b3-b5 for FA2. The output from FA1 and FA2 become 2-bits input of FA3 and b6 be the carry-in. Moins
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If you want to loose out on a great team meme we you should not hire me 😃
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If your workplace ethics is very toxic, you can do me a great favor by not hiring me. This is because I don't function well in an environment where I couldn't walk up to a colleague asking for suggestions and feedback about my designs. Moins
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Thats upto you to find out :D
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1. Use small, simple cache 2. Split & multi-banked cache organization (instruction cache and data cache) 3. Use virtual indexing and physical tagging rather than virtual address to reduce the time caused by translations. 4. Use way prediction to predict the index 5. Pipeline the write operation, do write the word to block and cache in background Moins
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latency could increase with increase in cache size, one way to overcome could be to use a multi-level cache, so that L1 cache could be smaller and which decrease s hit latency Moins
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Increase in cache latency makes a longer pipeline and increases taken branch penalties. Using branch prediction helps reduce this affect. Moins
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Did u get a rejection from them after the interview or you are still waiting for their decision ? I was interview in tulsa but still waiting for their decision. Please let me know. Thanks Moins
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i was interviewed for design engineer position during the beginning of this month.May 2011 in Tulsa. Moins
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I didnt get an offer because im still a senior in college. They did say they were happy with my interview and to keep in touch with them and to contact them when i graduate. Moins
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SUMMARY OF QUALIFICATIONS 40+ years experiences as Senior Civil Engineer worked on projects in land development, water, sewer, grading, hydrology, CPM schedules, drainage, transportation systems, geotechnical, seismic retrofits, structural designs & construction as Senior Project Construction Manager, Structure Representative, Project Design Engineer, Resident Engineer, Chief Inspector Sr. VP for various horizontal/vertical Public Works & Private projects, Partnership, P3, staffing & reviews (Projs. Cost $4+ billion). EDUCATION B.S. Civil Engineering- Florida International University (FIU) (Florida State, Miami, FL), Miami, FL 1979 Moins
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40+ years experiences as Senior Civil Engineer worked on projects in land development, water, sewer, grading, hydrology, CPM schedules, drainage, transportation systems, geotechnical, seismic retrofits, structural designs & construction as Senior Project Construction Manager, Structure Representative, Project Design Engineer, Resident Engineer, Chief Inspector Sr. VP for various horizontal/vertical Public Works & Private projects, Partnership, P3, staffing & reviews (Projs. Cost $4+ billion). EDUCATION B.S. Civil Engineering- Florida International University (FIU) (Florida State, Miami, FL), Miami, FL 1979 M.S. Environmental and Urban Systems. Also, M.S Urban Transportation. FIU, Miami, FL 1983 Wrote a master thesis on a major public works project Which saved the owner net net about $100 million present value & about 3 years by implementing the findings, redesigns, value engineerings, & recommendations. P.E. Licensed Professional Civil Engineer Registration No.: 53250, California, Current, not expired, clear. Moins
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40+ years experiences as Senior Civil Engineer worked on projects in land development, water, sewer, grading, hydrology, CPM schedules, drainage, transportation systems, geotechnical, seismic retrofits, structural designs & construction as Senior Project Construction Manager, Structure Representative, Project Design Engineer, Resident Engineer, Chief Inspector Sr. VP for various horizontal/vertical Public Works & Private projects, Partnership, P3, staffing & reviews (Projs. Cost $4+ billion). EDUCATION B.S. Civil Engineering- Florida International University (FIU) (Florida State, Miami, FL), Miami, FL 1979 M.S. Environmental and Urban Systems. Also, M.S Urban Transportation. FIU, Miami, FL 1983 Wrote a master thesis on a major public works project Which saved the owner net net about $100 million present value & about 3 years by implementing the findings, redesigns, value engineerings, & recommendations. P.E. Licensed Professional Civil Engineer Registration No.: 53250, California, Current, not expired, clear. Moins